Volume - II - pcntda.org.i

PIMPRI-CHINCHWAD NEW TOWN DEVLOPMENT AUTHORITY, AKURDI, PUNE-44.

Volume - II

Name of Work: Development of Infrastructure of Commercial Plots of PIECC in Sector 5 & 8 At Moshi, Pune-412105

Tender Document for Development of Infrastructure of Commercial plots of PIECC in Sector 5 and 8 at PIECC, Dist Pune Volume- II

1 Contractor Employer

INDEX

SR.No. DESCRIPTION PAGE NO.

1 BID FORM B2 (TENDER FOR WORKS) 4

2 SCHEDULE ‘B’ BILL OF QUANTITIES 10

3 TECHNICAL AND ADDITION SPECIFICATION 110

4 QUALITY ASSURANCE PLAN 199



FORM B-2

Item Rate Tender and Contract for Works

Employer : Pimpri Chinchwad New Town Development Authority Region : Pune Name of work : Development Of Infrastructure Of Commercial Plots Of PIECC In

Sector 5 & 8 At Moshi, Pune-412105.

General Rules and Directions for the Guidance of Contractor

1. The Bill of Quantities shall be read in conjunction with the Instructions to Bidders, Conditions of Contract, Technical Specifications and Drawings.

2. The quantities given in the Bill of Quantities are estimated and provisional, and are given to provide a common basis for bidding. The basis of payment will be the actual quantities of work ordered and carried out, as measured by the Contractor and verified by the Engineer and valued at the rates and prices tendered in the priced Bill of Quantities, where applicable, and otherwise at such rates and prices as the Engineer may fix within the terms of the Contract.

3. The rates and prices tendered in the priced Bill of Quantities shall, except in so far as it is otherwise provided under the Contract, include all constructional plant, labour, supervision, materials, erection, maintenance, insurance, profit, taxes and duties, together with all general risks, liabilities and obligations set out or implied in the Contract.

4. The rates and prices shall be quoted entirely in Indian Currency. 5. A rate or price shall be entered against each item in the Bill of Quantities, whether

quantities are stated or not. The cost of Items against which the Contractor has failed to enter a rate or price shall be deemed to be covered by other rates and prices entered in the Bill of Quantities.

6. The whole cost of complying with the provisions of the Contract shall be included in the items provided in the priced Bill of Quantities, and where no Items are provided the cost shall be deemed to be distributed among the rates and prices entered for the related Items of Work.

7. General directions and descriptions of work and materials are not necessarily repeated or summarized in the Bill of Quantities. References to the relevant sections of the contract documentation shall be made before entering rates or prices against each item in the Bill of Quantities.



8. The method of measurement of completed work for payment shall be in accordance with the specification for Road and Bridge Works published by the Ministry of Surface Transport (edition).

9. Errors will be corrected by the Employer for any arithmetic errors pursuant to Clause 29 of the Instructions to Bidders.



MEMORANDUM

1.(a) General Description: Development Of Infrastructure Of Commercial Plots Of PIECC In Sector-5 And Sector-8 Of Pcntda At Moshi, Pune-412105

Tender Cost : Rs. 1,22,12,68,720/- (Excl. GST)

(b) Earnest Money Deposit Rs 61,07,000/- (c) Security Deposit

(i) In the form of FDR /BG Rs 1% of Contract sum

(Alternatively, bidder can pay performance security / security deposit in the form of bank guarantee as stated in the bid document.)

Time allowed for the work from date of written order to commence. 18 Calendar Months including monsoons.

2. I/We agree that the other offer shall remain open for acceptance for a minimum period of 120 days from the date fixed for opening the same thereafter until it is withdrawn by me/us by notice in writing duly addressed to the authority opening the tenders and sent by registered post A.D. or otherwise delivered at the office of such authority. The EMD amounting to Rs.61,07,000/-/- is submitted by payment gateway. The amount of earnest money shall not bear interest and shall be liable to be forfeited to the Employer, should I/We fail to (i) abide by the stipulation to keep the offer open for the period mentioned above of (ii) sign and complete the contract documents as required by the Employer and furnish the security deposit and retention money as specified in item (d) of the Memorandum contained in paragraph (i) above within the time limit laid down in clause (1) of the annexed General Conditions of the Contract. The amount of earnest money maybe adjusted towards the security deposit or refunded to me/ us if so desired by me/us in writing, unless the same or any part thereof has been forfeited as aforesaid.

Should this tender be accepted I/We hereby agree to abide by and fulfill all the terms and provisions of the conditions of contract stated hereto so far as applicable and in default thereof and pay to Employer, the sum of money mentioned in the said conditions.



Amount to be specified in words and figures

The earnest money (a) the full value of which is to be absolutely forfeited to Employer if I/We

should not deposit the full amount of security deposit in specified format in the above

memorandum, in accordance with clause 1(A) of the said conditions, otherwise the said sum of

Rs. 61,07,000/-only shall be refunded.

Signature of the Contractor before

Submission of the Tender.

Address:

Dated the __________ day of Signature of the

Witness to Contractor’s Signature.

Address:

(Occupation)

The above tender is hereby accepted by me for and on behalf of the Pimpri Chinchwad New Town Development Authority, Akurdi, Pune.

Dated____________ day of______2020 The Chief Executive Officer, PCNTDA, Pune



“DECLARATION OF THE CONTRACTOR”

I/We hereby declare that I/We have made myself/ourselves thoroughly conversant with the local

conditions regarding all materials and labour on which I/We have based my/our rates for this

tender. The specifications and the leads and lifts in this work have been carefully studied and

understood before submitting this tender.

I/We undertake to use only the best materials and work methodology approved by the Engineer

or his duly authorized engineer during execution of the work and during defect liability period

of Five Year after completion and to abide by the contract conditions, stipulations and

maintenance manuals. I/We am/are fully responsible for quality of work and shall maintain the

work in good order during defect liability and maintenance period of 5 years after completion.

Signature of Contractor



DECLARATION FOR ROYALTY CHARGES

I/ We hereby agree to pay royalty charges of Rupees 144.16 /Cum (Rupees One Hundred Forty-

Four & Paisa Sixteen only per cubic meter) on minerals to be used to complete the work, like

rubble, natural sand and murrum etc. to the Revenue Department, Govt. of Maharashtra. My

rates are inclusive of Royalty charges towards these items.

I / We will produce original receipts of such Royalty payments towards this work for verification

from the Employer for reimbursement of royalty payment.

I/ We hereby to agree that I / We will not be reimbursed and royalty charges if I / We do not

produce original Royalty receipts.

Employer reserves right to pay the necessary royalty charges to the appropriate Authorities in

case I / We fail to produce original Royalty receipts as evidence.

Signature of Contractor



SCHEDULE - B

RECAPITULATION SHEET

NAME OF WORK: DEVELOPMENT OF INFRASTRUCTURE OF COMMERCIAL PLOTS OF PIECC IN SECTOR-5 AND SECTOR-8 OF PCNTDA AT MOSHI, PUNE-412105

SR. NO.

SUB HEAD/COMPONENT AMOUNT IN RS.

SECTION A

I ROAD WORK

I (i) ROAD WORK

I (ii) RETAINING WALL AND TOE WALL

II STORM WATER

III STRUCTURES

III (i) PIPE CULVERT

III (ii) SLAB CULVERT

IV WATER DISTRIBUTION NETWORK

V SEWERAGE COLLECTION NETWORK

VI PARKING

VII TOILET BLOCK

VIII LANDSCAPING

(i) LANDSCAPING

(ii) OPEN WELL

(iii) BORE WELL

(iv) RISING MAIN PIPE LINE

IX ELECTRICAL WORK

TOTAL OF SECTION A

SECTION B

MAINTANANCE OF GARDEN



TOTAL OF SECTION B

GRAND TOTAL OF SECTION A & B

Note:

1. Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the bill of quantities.

2. Unit rates and prices shall be quoted by the bidder in Indian rupee [ITB Clause14.1]

3. Where there is a discrepancy between the rate in figures and words, the lower of two will govern. [ITB Clause 26.1 (iii)]

4. Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall govern [ITB Clause 26.1(iii)].

5. The Contractor will carry out tests as per frequency mentioned in the specifications and quality control manual. In the site laboratory set as per provisions of the agreement. However, 10% of the tests shall be carried out by third party institute like Government laboratories of vigilance and Quantity control Circle of PWD/NABL labs/Govt. Engineering Colleges/Govt. Polytechnic Colleges. Charges of third-party testing only will be reimbursed on submission of proof of payment. The payment will be done at the rates quoted in PWD SSR.

6. The bidder shall quote project cost without GST. Employer reimbursed GST in every R.A. bill and final bill at them prevailing GST rates applicable from time to time.

7. The Contractor shall carry out laisioning work with PCMC, MSEB, Local bodies Gov. Maharashtra, Gov Of India, HPCL and All authorities to get permission required for completion of the project including but not limited to water connection, drainage connection, permission regarding Electrification, Solar, Fire fighting, Culvert work and all other required permission.

8. Contrctor shall quote rate in Section A and B of schedule B only.

9. In Section C Quality Control and Testing charges and Royalty is considered. Contractor shall not quote for this. Contractor shall get payment in this section after submitting original receipt only.



Section A

SCHEDULE B

Item

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BOQ Item No. (of

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Quantity Description of Item Unit Rate (In

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Rate (In

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Amount (Rs.)

SUB HEAD-I (i): ROAD WORK

1 1 51.58 Dismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etc.

Cubic metre

2 2 29.32 Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc.

Cubic metre

3 3 44.59 Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.

Cubic metre

4 4 21 Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts as directed and earth filling in the depression / pit if any.

Number

5 5 9173.45 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including removal and disposal of top organic soil not exceeding 150 mm in thickness.

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6 6 4869.96 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials and spreading for embankment or stacking as directed.

Cubic Metre

7 7 11363.24 Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials and spreading for embankment or stacking as directed.

Cubic Metre

8 8 146098.80

Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials and spreading for embankment or stacking as directed.

Cubic Metre

9 9 203224.19

Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density inclusive from the site of excavation to the site of deposition as directed.

Cubic Metre



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10 10 53506.40 Providing earth work in embankment with approved materials obtained from own sources including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete (Material obtained from Other sources)

Cubic Metre

11 11 16118.92 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader/ Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - III Material A) Contractors Material

Cubic Metre

12 12 16118.92 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader/ Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - III Material. B) Material Obtained from Site

Cubic Metre



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13 13 12466.61 Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. A) Contractors Material

Cubic Metre

14 14 12466.61 Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. B) Material Obtained From Site

Cubic Metre



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15 15 110053.24

Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates)

Square Metre

16 16 110053.24

Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.

Square Metre

17 17 108805.77

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates)

Square Metre



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18 18 5447.13 DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates)

Cubic Metre

19 19 3271.16 BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk

Cubic Metre



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Amount (Rs.)

bitumen rates are considered to arrive at rates)



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20 20 10.00 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete.

Cubic Metre



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21 21 25.00 Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.

Cubic Metre



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22 22 6905 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin-based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The contractor shall submit a two-year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

Number



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23 23 34446.17 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. complete.

Square Meter



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24 24 203 Providing and fixing Mandatory/Regulatory sign boards in circular shape of ___mm dia made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

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a)600 mm dia made out of 1.5mm aluminum sheet



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25 25 75 Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of _____ mm made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. ClassC ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by

Number



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the contractor/supplier. 900 mm out of 2mm aluminum sheet



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26 26 9 Providing and fixing Cautionary/Warning sign boards in Octagone size of ______ mm made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

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27 27 50.00 Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity

Square Meter



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micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 2mm aluminum sheet Class B

28 28 50.00 Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 square meter made out of ___mm aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement

Square Meter



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concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 2mm aluminum sheet Class B

29 29 2 Supply and Erection of Polygonal / Circular hot dip galvanized cantilever structure for the overhang of 4.17m along with suitable foundation bolt sets made up of High Tensile sheet confirming to BSEN 100025 or equivalent, as per reference cantilever-structure suitable for mounting of single sided message board of size 3660mm x 1830mm

No.



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on one side & logo board of size 3050mm x 915mm on the other side. Galvanization thickness for the cantilever structure should be avg 85 microns.

30 30 322.36 Providing and fixing Precast tapering RCC M-40 grade kerb Type-II (as per detailed drawing attached), in R-40 IRC specification (250 x 150 x 350) (Round Kerb 500 mm outer Radius) embeded 200mm below Ground neatly with fixing in position Cement Mortor 1:2 etc complete, including all other taxes and excluding GST as per PWD CSR 2019-2020 with crush sand.

No.

31 31 41247.76 Providing and fixing Precast tapering RCC M-40 grade kerb Type-VI-B with weep holes of PVC pipe of 50mm diameter (as per detailed drawing attached), in R-40 IRC specification (1000 x 250 - 150 x 350) embeded 200mm below Ground neatly with fixing in position Cement Mortor 1:2 etc complete, including redoing the surface as specified and directed by Engineer-In-Charge. Including transportation, loading, unloading and including all other taxes and excluding GST as per PWD CSR 2019-2020 with crush sand.

Running Metre



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32 32 5586.20 Providing and fixing Precast tapering RCC M-40 grade kerb Type-VI-B (as per detailed drawing attached), in R-40 IRC specification (1000 x 250 - 150 x 350) embeded 200mm below Ground neatly with fixing in position Cement Mortor 1:2 etc complete, including all other taxes and excluding GST as per PWD CSR 2019-2020 with crush sand.

Running Metre

33 33 4100.00 Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)""

Running Metre

34 34 807.00 Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc.

Running Metre



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Amount (Rs.)

complete as per IS-458/1988. e) Class NP-III (For 2.00 m. length) x) 450 mm

35 35 807.00 Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985. x) 450 mm Collar Joints

Running Metre

36 36 39545.92 Providing and fixing heavy duty inter locking concrete Rubber mould glossy paving blocks of 80 mm thickness of having a strength of 400 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. (using 100% crushed sand)

Square Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

37 37 22730.57 Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etc complete.

Square Metre

38 38 4117.90 Providing and applying priming coat over new/old steel and other metal surfaces including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and scoured with wire brushes, fine steel wool, scrappers and sand paper, scaffolding etc. complete.

Square Metre

39 39 4117.90 Providing and applying one coat of flat oil paint of approved colour to the old structural steel work and iron work previously painted in building including scaffolding, if necessary, cleaning and preparing surface (excluding primer coat) etc. complete.

Square Metre

40 40 2084.02 Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand /

Cubic Meter



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

VSI sand finely washed etc ), cement 6.40 bags/cumt)

41 41 2194.80 Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder)

Cubic Metre

42 42 2100.00 Disposing of excavated stuff of any kind. For 5 Km.

Per Cum.

43 43 2.00 Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like, as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/ bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.

Metric Tonne



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

44 44 200.00 Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete.

Running Metre

Sub Total - I (i): ROAD

WORK

SUB HEAD-I (ii) : RETAINING WALL

1 45 594.96 Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

Per Cum.

2 46 1388.24 Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

Per Cum.



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

3 47 17848.80 Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

Per Cum.

4 48 2605.80 Providing and laying in situ / ready mix / ready mix M15 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor-based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand)

Per Cum.

5 49 11836.98 Providing and laying in situ / ready mix M-30 controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) etc. complete. (excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) .

Per Cum.

6 50 10106.36 Providing and laying in situ / ready mix M-30 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C. solid piers, column etc .

Per Cum.



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steel formwork, centering (excluding dewatering by means of pump) and including bailling out water and including CM 1:3 curing complete. a) Height upto 5 M. (With Concrete Mixer) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.

7 51 243.81 Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.

Per M.T.

8 52 9399.45 Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.

Per Rmt.

9 53 7595.40 Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and

Per Cum.



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete.

10 54 12659.00 Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning, preparing the plaster surface, applying primer coat, scaffolding if necessary, and watering the surface for two days etc complete.

Per Sqm.

11 55 82.00 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm to be installed by the manufacturer / supplier to their authorized representative ensuring compliance to the manufacturer’s instruction for installation as per approved drawings and standard specifications etc. complete.

Per Rmt.

Sub Total - I (ii):

RETAINING WALL

SUB HEAD-II : STORM WATER



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

1 56 717.00 Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. Lift upto 0 to 1.5 m

Cum

2 57 1250.34 Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. Lift upto 0 to 1.5 m

Cum

3

Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete

58 21987.89 Lift upto 0 to 1.5 m Cum 59 18687.41 Lift upto 1.5 to 3.00 m Cum 60 277.17 Lift upto 3.00 to 4.50 m Cum

4 61 240.00 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthen bunds etc. as may be necessary for foundation and other parts of the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)

Hr.

5 62 2589.26 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and

Cum



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

compaction, etc. complete. (Bd-A-10/263)

6 63 647.31 Filling in plinth and floors / trenches with contractor's murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263)

Cum

7

Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for rubber ring joints, excluding GST levied by GOI and GOM in all respect including inspection charges, transport to departmental stores / site, unloading and stacking, etc. complete. (as per IS 458-1988) note: - one coller should be supplied with each full length plain ended RCC pipe, cost including in rate below. One rubber ring should be supplied with each full lenght of sockedted pipe cost inlucded in rates. (rubber ring)

Class NP III

64 10223.70 900 mm Rmt 65 463.90 1000 mm Rmt

Class NP IV

66 182.20 900 mm Rmt 67 36.70 1000 mm Rmt



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

8

Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (IS-783/1985) (For all class of pipes)

68 10405.90 900 mm Rmt 69 500.60 1000 mm Rmt

9

Providing and constructing RCC manhole Size 1.5 M x 1.5 M upto a depth of 5.00 M excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and fixing in position steel fibre reinforced concrete ( SFRC) Frame and cover (20 tonnes capacity) of approved make including loading, unloading, transportation, all taxes, etc complete as directed by Engineering-incharge.

70 470.00 Upto Depth of 2.5 m No. 71 112.00 Upto Depth of 3 m No. 72 4.00 Upto Depth of 3.5 m No.



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

10 73 1709.64 Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor-based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

11 74 62.73 Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

12 75 29774.04 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.

Cum

Sub Total - II : STORM

WATER

SUB HEAD-III (i) :-PIPE CULVERT



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

1 76 71.60 Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50m lift Normal Rate

Cubic Metre

2 77 167.07 Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

Cubic Metre


Cubic Metre

4 79 95.26 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.

Cubic Metre

5 80 331.63 Providing and laying in situ / ready mix / ready mix M15 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor-based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand). PCC Grade M 15

Cubic Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

6 81 246.00 Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope etc. complete.

Running Metre

7 82 406.58 Providing and laying in situ / ready mix M-30 controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc) etc. complete. (excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) .

Cubic Meter

8 83 452.88 Providing and laying in situ / ready mix M-30 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C. solid piers, column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steel formwork, centering ( excluding dewatering by means of pump) and including bailling out water and including CM 1:3 curing complete. a) Height upto 5 M. (With Concrete Mixer) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.

Cubic Meter



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.


Metric Tonne


Running Meter

11 86 497.42 Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete.

Cubic Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

12 87 862.31 Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning, preparing the plaster surface, applying primer coat, scaffolding if necessary, and watering the surface for two days etc complete. NOTE: For Item No. 15 to 18 prior approval of Superintending Engineer will be necessary. For painting of Parapet

Square Metre

13 88 52.00 Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1200mm diameter in proper line, level and slope etc. complete.

Running Meter

Sub Total - III (i) :-PIPE CULVERT

SUB HEAD-III (ii) :- SLAB CULVERT

1 89 215.71 Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

Cubic Metre

2 90 215.71 Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

Cubic Metre


Cubic Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

4 92 107.13 Providing and laying in situ / ready mix / ready mix M15 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) For M15 grade

Cubic Metre

5 93 540.12 Providing and laying in situ / ready mix-controlled grade of M30 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor-based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc), excluding reinforcement) For Grade M 30

Cubic Metre


Metric Tonne



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

7 95 264.79 Providing and laying in situ / ready mix controlled grade of M30 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), excluding reinforcement) For Grade M 30

Cubic Meter

8 96 525.00 Providing and laying in situ / ready mix M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor-based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Natural sand / VSI sand finely washed etc.) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m

Cubic Meter



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

rise. Top Slab

9 97 32.25 Providing and laying in situ / ready mix M-40 cement concrete of trap / granite / quartzite/ gniess metal for reinforced cement concrete block below the bearing including necessary scaffolding, plywood/steel formwork, compaction by vibrating, finishing in CM 1:3 and curing complete (Excluding reinforcement) Using reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) For Crash Barrier

Cubic Meter


Running Meter

11 99 20.00 Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete.

Number

12 100 27.00 Providing and laying in PCC M15 grade leveling course below approach slab complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings and Technical specifications etc. complete with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )

Cubic Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

13 101 54.00 Providing and laying of RCC in M30 grade approach slab including reinforcement and formwork complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings and technical specifications etc. complete with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )

Cubic Metre

14 102 204.00 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm to be installed by the manufacturer / supplier to their authorized representative ensuring compliance to the manufacturer’s instruction for installation as per approved drawings and standard specifications etc. complete.

Running Metre


Cubic Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

16 104 218.20 Providing and fixing bituminous pad 25mm thick for expansion joints in retaining wall, compound wall etc. complete.

Square Metre

17 105 212.40 Providing tar paper bearing including laying in proper position etc. complete.

Square Metre

18 106 252.09 Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning, preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etc complete. NOTE: For Item No. 15 to 18 prior approval of Superintending Engineer will be necessary

Square Metre

19 107 1029.84 Providing and laying 6 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 4.75 mm nominal size at the rate of 0.005 cum per 10 Sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg C, protruding 1 mm to 4mm

Square Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

over mastic surface as per clause 515 etc. complete.

Sub Total - III (ii) :- SLAB

CULVERT

SUB HEAD-IV :- WATER SUPPLY

1 108 172.12 Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. Lift 0 to 1.5 M

Cum

2 109 395.45 Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. Lift 0 to 1.5 M

Cum

3 110 4772.25 Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. Lift upto 0 to 1.5 m

Cum

4 111 240.00 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)

Per Hr.



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

5 112 1033.80 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. Lift 0 to 1.5 M

Cum


Cum

7 114 263.15 Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edi-tion/revision with amendments for Rubber Gaskets. D.I K-7 v) 400 mm

RM



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

8 115 1000.00 Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R, complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523. For all types of specials, bends tees etc. a) 80 to 300 mm dia. b) 350 mm & above dia.

Kg.

9 116 263.15 Lowering laying and jointing with SBR ruber gaskets C.T. S/S pipes of various classes with Cl I MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820. a) C.l. 'L.A.' Class / Mortar in lined DI K-9/K-7 ix) 400 mm.

Per Rm.

10

Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or

Per Rm.



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.

117

3227.05 iv) 110 mm. Per Rm.

118 553.76 vi) 140 mm. Per Rm. 119 3378.10 iv) 200 mm. Per Rm. 120 691.40 xiii) 315 mm. Per Rm. 121 154.37 xv) 400 mm. Per Rm.

11

Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II

Per Rm.

122 3227.05 iv) 110 mm. Per Rm. 123 553.76 vi) 140 mm. Per Rm. 124 3378.10 iv) 200 mm. Per Rm. 125 691.40 xiii) 315 mm. Per Rm. 126 154.37 xv) 400 mm. Per Rm.



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

12

Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete.

127 534.51 Couplers 110 Number 128 92.29 Couplers 140 Number 129 559.68 Couplers 200 Number 130 108.57 Couplers 315 Number 131 25.73 Couplers 400 Number

132 32.00 Equal Tee 110 Number 133 15.00 Equal Tee 160 Number 134 2.00 Equal Tee 200 Number 135 3.00 Equal Tee 315 Number 136 1.00 Equal Tee 400 Number

137 16.00 Elbow 90 Deg. 110 Number 138 3.00 Elbow 90 Deg. 200 Number 139 1.00 Elbow 90 Deg. 315 Number 140 1.00 Elbow 90 Deg. 400 Number

141 2.00 Elbow 45 Deg. 110 Number 142 4.00 Elbow 45 Deg. 200 Number 143 1.00 Elbow 45 Deg. 400 Number



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

144 2.00 Reducer 200X110 Number 145 2.00 Reducer 250X200 Number 146 3.00 Reducer 315 x 200 Number 147 1.00 Reducer 400 x 315 Number

148 1.00 End Cap 110 Number 149 1.00 End Cap 125 Number 150 1.00 End Cap 140 Number 151 1.00 End Cap 200 Number 152 1.00 End Cap 250 Number 153 1.00 End Cap 315 Number

13

Providing double flange sluice valve confirming for TS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in al I respect etc. complete.

a) Sluice valves - PN -1.0 (Without by pass).

154 25 iv) 100 mm. Number 155 4 vi) 150 mm. Number 156 15 vii) 200 mm. Number 157 5 ix) 300 mm. Number 158 2 xi) 400 mm. Number 159 1 xiv) 600mm. Number

14

Lowering, laying and jointing in position following C.I.D.F Reflex valves, Butterfly valves and Sluice valves including cost ofall labourjointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for a\1 class of valves.)

160 25 iv) 100mm. Number



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

161 4 vi) 150mm. Number 162 15 vii) 200mm. Number 163 5 ix) 300mm. Number 164 2 xi) 400mm. Number 165 1 xiv)600 mm. Number

15

Providing and supplying Kinetic Double Orifice type Air Valves confirming to TS 14845 as per MJP's standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded scat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete.

Per No

166 3 ii)50mm. Per No 167 2 iii)80mm Per No

16

Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).

Per No

c) Kinetic Air Valve (PN-1 and PN - 1.6)

168 3 v) 40mm. Per No. 169 2 viii) 80mm. Per No.



Item

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BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

17

Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M- 150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.)

a) Foundation on Murum and Harder Strata.

170 3 i) upto 150mm Number 171 2 i)200 to 400mm Number

18 172 2 Providing and constructing on Valves, RCC manhole Size 1.2 M x 1.2 M upto a depth of 2.00 M excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and fixing in position steel fibre reinforced concrete ( SFRC) Frame and cover (20 tonnes capacity) of approved make including loading, unloading, transportation, all taxes, etc

Per No



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

complete as directed by Engineering-incharge.

19

Valve chamber with precast steel fibre reinforced concrete frame and covers (S.F.R.C. frame and covers) Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-in-charge.

173 52 A) As above of 60 x 45 cm

internal size and depth upto 0.9 M with S.F.R.C. frame and cover.

Per No.

174 104 a) Add for every increase in

depth of 30 cm or part there of

Per No.

20

Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.

175 38 a) 100 mm x 225 mm (20 kg) Per No. 176 38 b) 225 mm x 300 mm (40 kg) Per No.

21 177 5 Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge. b) For double ball air valve

Number



Item

No.

BOQ Item No. (of

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Rate (In

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Amount (Rs.)


Cum

23 179 125.37 Disposing of excavated stuff of any kind. For 5 Km.

Cum

24

Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC / CIPET (India) / DVGM / KIWA / SPGN etc. for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, loading, as specified and directed, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete as specified and directed.

a) PN 16 (SDR 9)

180 380.00 iii) 32 mm Per Rm. 181 380.00 iii) 50 mm Per Rm.

25 182 38 Providing and making ISI Mark ferrule connection of 32 mm dia. to water main including ferrule coupling cast iron bell mouth cover, built in non return valve and fixing including excavation and reinstatement complete.

Number



Item

No.

BOQ Item No. (of

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Figures)

Rate (In

Words)

Amount (Rs.)

26 183 38 Providing and making ISI Mark ferrule connection of 50 mm dia. to water main including ferrule coupling cast iron bell mouth cover, built in non return valve and fixing including excavation and reinstatement complete.

Number

27 184 38 Providing and fixing screw down for 50 mm dia. wheeled stop tap of brass including necessary sockets/ union nut complete.

Number

28 185 38 Providing and fixing screw down for 32 mm dia. wheeled stop tap of brass including necessary sockets/union nut complete.

Number

29 186 1 Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line. The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.) ix) 400 mm

Number



Item

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BOQ Item No. (of

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Rate (In

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Amount (Rs.)

30 187 1000 Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete. e) Plain ended specials or plain ended branch flanged specials of all diameters.

Kg

31 188 6 Welding in all positions with required number of runs, for M. S. pipes internally and / or externally including gauging wherever necessary, fixing appurtenances and other accessories in connection with pipe laying work as per specification. Butt Joint 6 mm

RMT

32 189 38 Providing and fixing 40mm diameter water meter with non-return valve including strainer, sockets/ union nut and including water meter box making locking arrangements and lock. [Withoutchamber].

Per No.

33 190 38 Providing and fixing 50mm diameter water meter with non-return valve including strainer, sockets/ union nut and including water meter box making locking arrangement and lock. [without chamber]

Per No.

34 191 1 Providing, installing & giving satisfactory field test of flanged ends Bulk Type

Number



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

Water Meters of following type with FGI 250 cast iron body, class B conforming to IS 2373 or as per ISO 4064, marked to read in metric system along with manufacturere's test and guarantee certificate including cost of all materials and labour with ISI markfor inlet and outlet of all ESRs etc complete

Sub Total -IV :- WATER SUPPLY ESTIMATE

SUB HEAD-V :- SEWERAGE NETWORK

1 192 64.00 Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. Lift upto 0 to 1.5 m

Cum

2 192 174.00 Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. Lift upto 0 to 1.5 m

Cum

3

Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete

3a 194 2023.94 Lift upto 0 to 1.5 m Cum

3b 195 13777.37 Lift upto 1.5 to 3 m Cum

3c 196 2719.00 Lift upto 3 to 4.5 m Cum

3d 197 1707.00 Lift upto 4.5 to 6 m Cum



Item

No.

BOQ Item No. (of

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Figures)

Rate (In

Words)

Amount (Rs.)

4 198 240.00 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthen bunds etc. as may be necessary for foundation and other parts of the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)

Bhp/hr.

5 199 443.95 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)

Cum


Per Cum.

7

Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for rubber ring joints, excluding GST levied by GOI and GOM in all respect including inspection charges, transport to departmental stores / site, unloading and stacking, etc. complete. (as per IS 458-1988)note :- one coller should be supplied with each full length plain ended RCC pipe,cost including in rate below. One rubber ring should be supplied with each full lenght of sockedted pipe cost inlucded in rates.(rubber ring)



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

Class NP III

201 5942.90 200 mm Rmt. 202 220.70 250 mm Rmt. 203 302.60 300 mm Rmt. 204 263.90 400 mm Rmt.

8

Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (IS-783/1985) (For all class of pipes)

Class NP III

205 5942.90 200 mm Rmt. 206 220.70 250 mm Rmt. 207 302.60 300 mm Rmt. 208 263.90 400 mm Rmt.



Item

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BOQ Item No. (of

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Rate (In

Words)

Amount (Rs.)

9 209 591.89 Providing and laying in situ/Ready Mix cement concrete M-15 of trap/granite/quartzite/gneiss metal for steps including steel centering, form work, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed) with fully automatic micro processor-based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand/ Crushed sand VSI Grade finely washed etc.) M-15

Cum



Item

No.

BOQ Item No. (of

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Amount (Rs.)

10 210 23.00 Providing 150 mm dia. S.W. or R.C.C. pipes in vertical drop arrangement including providing 150 mm dia S.W. and R.C.C. pipe fixed in B.B. masonry of manhole at the required level including providing 150 mm dia double tee, 150 mm dia right angled bend, encasing in B.B. masonry 1:4 proportion all around the pipe, double tee, bend upto the foundation of manhole, jointing, cutting, filleting including neat cement rendering, plugging the opening with jungle wood knob complete as directed by Engineer-in-charge (0.60 M depth) excluding cost of chamber. 0.9 M dia x 1.35 M height. Extra for every 0.5 M depth beyond initial depth of 0.60 M.

No

11

Providing and constructing on sewer, B. B. masonry circular manhole concentric cone 1.5 M dia. at bottom and 0.5 M dia. at top and upto a depth of 5.00 M with 23 cm brick work, upto depth of 2 M from top and 35 cm thick brick work for balance depth in CM 1:4 proportion with 20 mm thick smooth plaster on both sides in CM 1:2 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C. C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4

Per No.



Item

No.

BOQ Item No. (of

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Figures)

Rate (In

Words)

Amount (Rs.)

coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineerincharge.

a) Rebate for every decrease in depth of 50 cm (Rebate to be taken in proportionate to decerease in depth)

50 cm depth

211 379.00 Upto 2 m depth No. 212 36.00 Upto 2.5 m depth No. 213 14.00 Upto 3 m depth No. 214 9.00 Upto 3.5 m depth No. 215 8.00 Upto 4 m depth No. 216 6.00 Upto 5 m depth No. 217 5.00 Upto 5.5 m depth No. 218 3.00 Upto 6 m depth No.


Cum

13 220 108.00 Providing and constructing Brick masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. intercepting trap with rodding pipe set in 1:4:8 cement concrete block, brick masonry, plastering from inside and airtight 75 mm thick R.C.C cover medium duty 100 kg etc. complete.

No.

Sub Total -V :-

SEWERAGE NETWORK

SUB HEAD-VI :- PARKING



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

1 221 1923.69 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials and spreading for embankment or stacking as directed.

Cubic Metre

2 222 6412.31 Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials and spreading for embankment or stacking as directed.

Cubic Metre

3 223 55787.08 Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials and spreading for embankment or stacking as directed.

Cubic Metre

4 224 36354.63 Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density inclusive from the site of excavation to the site of deposition as directed.

Cubic Metre

5 225 20.00 Providing and fixing Mandatory/Regulatory sign boards in circular shape of ___mm dia made out of ____mm aluminum sheet bonded with white retro

Number



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. a)600 mm dia made out of 1.5mm aluminum sheet.

Sub Total -VI :- PARKING



Item

No.

BOQ Item No. (of

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Rate (In

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Amount (Rs.)

SUB HEAD-VII :- TOILET BLOCK

1 226 235.45 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means

Cubic Metre

2 227 235.45 Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means

Cubic Metre

3 228 235.45 Excavation for foundation in Hard-rock by controlled blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres. from the building area including dewatering and back filling with available earth soil /murum watering, ramming

Cubic Metre



Item

No.

BOQ Item No. (of

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Figures)

Rate (In

Words)

Amount (Rs.)

etc. complete. (Lift upto 1.5m) By Mechanical Means

4 229 611.74 Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete.

Cubic Metre

5 230 96.78 Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cubic Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

6 231 73.57 Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cubic Metre

7 232 44.94 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant

Cubic Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

(Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

8 233 29.85 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cubic Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

9 234 43.82 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cubic Metre

10 235 20.99 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.

Metric Tonne



Item

No.

BOQ Item No. (of

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Figures)

Rate (In

Words)

Amount (Rs.)

11 236 160.86 Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete

Cubic Metre

12 237 483.78 Providing Second class fly ash brick masonry with conventional / I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of two bars of 6 mm diameter / two hoop iron strips 25 mm x 1.60 mm at every third course, properly bent and bounded at ends scaffolding raking out joints and watering etc. complete.

Square Metre

13 238 432.40 Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.

Square Metre

14 239 330.88 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing

Square Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

for fourteen days scaffolding etc.complete.

15 240 371.33 Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:4 without neeru finish to concrete surface in all positions including scaffolding and curing etc. complete.

Square Metre

16 241 3606.22 Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at the junction of R.C.C members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete /B.B.masonry and or tying by binding wire etc. complete.

Running Metre

17 242 1134.61 Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.

Square Metre

18 243 803.73 Providing and applying plastic emulsion paint of approved quality, colour and shade to old and new surfaces in two coats including scaffolding, preparing the surface. (excluding the primer coat) etc. complete.

Square Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

19 244 330.88 Providing and applying interior wall finish luster of Asian / Berger / Nerolac / Dulux Paints or equivalent make on internal wall surface as detailed below Scrapping the surface with emery paper and wipe clean. Applying Asian / Berger / Nerolac / Duuex Paints or equivalent wall primer with brush with mineral turpentine with brush 8 to 10% and oil 15 to 20% with roller and allowing to dry for a period 6 to 8 hours. Applying Asian / Berger / Nerolac / Dulex Paints or equivalent Acrylic wall putty with appropriate proportion of water allowing to dry for period 4 to 6 hours. Scrapping with Emery paper 180 and wipe clean. Applying Asian / Berger / Nerolac / Dulux Paints or equivalent wall primer with brush with mineral turpentine 8 to 10% and oil 15 to 20% with roller Scrapping Emery paper 320 and wipe clean, Applying Asian / Berger / Nerolac / Dulux Paints or equivalent interior wall finish luster 1st coat with brush/rubber/spray with mineral turpentine 7 to 9% and Oil with roller 19 to 21% After 8 hours of activity Applying 2nd coat of Asian / Berger / Nerolac / Dulux Paints or equivalent interior wall finish Lustre with mineral turpentine 7 to 9 % with brush and Oil with roller 19 to 21% after allowing dry for the period of 6 to 8 hours

Square Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

activity. (With prior approval of S.E.)



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

20 245 371.33 Providing cement-based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1 Kg per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test etc. complete.

Square Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

21 246 101.86 Providing waterproofing in W.C. and bath including brick bat coba in all position including providing and laying 12mm bedding in cement mortor 1:3 on vergin concrete slab with waterproofing compound @ 1kg/per bag of cement laying brick bat coba of required thickness in cm 1:5 with waterproofing compound 1 kg/bag of cement grouting and finishing the top layer with 20mm thick brick bedding in cm mortor 1:3 with waterproofing compound 1 kg/per bag of cement and testing the treated portion for 48 hours by pond test and covering ten years' guarantee on requisite stamp paper including curing etc. complete.

Cubic Metre

22 247 60.00 Providing groove to required size at specified location as directed by Engineer, at junction of brick masonry wall and R.C.C beams or Column, at junction of composite masonry, including scaffolding, finishing, curing etc. complete.

Running Metre

23 248 764.92 Providing and laying ceramic tiles of having size 30 cm. x 30 cm. and confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete.

Square Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

24 249 414.80 Providing and laying vitrified rustic matt stone finish tiles having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10mm thickness and confirming to IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid ?on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning etc. complete. a) Flooring

Square Metre

25 250 62.32 Providing and fixing in required position skirting or dado of polished Kotah Stone slab 25 mm to 30 mm thick fixed on base on plaster of cement mortar 1:4 including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete.

Square Metre

26 251 12.60 Providing and fixing Country cut teak wood single leaf door shutter with teak wood style and rail of 25 mm thick including fixing 50 mm x 25 mm size welded mesh of 10 gauge as per detailed drawing or as directed with stainless steel fixture and fastening finishing with 3 coats of oil painting etc. complete.

Square Metre

27 252 93.66 Providing and fixing factory made panelled door shutter in single leaf 35 mm thick style and rail without ventilator with CCTW panels 12 mm thick including wrought iron hold fast and stainless steel fixtures with oil painting 3 coats etc. complete.

Square Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

28 253 19.03 Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thick sheet glass louvers, of approved quality etc. complete.

Square Metre

29 254 2.00 Providing and fixing push cock (Self closing tap) symet type of 20 mm dia. including necessary socket, testing etc. complete.

Number

30 255 30.00 Providing and fixing coloured glazed earthenware lipped flat back/corner type urinal with PVC 5 liters flushing cistern with fittings,capacity with fittings, inlet pipe and stop tap, brackets for fixing the cistern, P.V.C. flush pipe with fittings including lead soil pipe, lead trap and soil pipe connection up to the outside face of the wall.

Number

31 256 64.00 Providing and fixing coloured glazed earthenware Wash Hand Basin of 63 cm x 45 cm size including cold water pillar tap/cold and hot water pillar tap brackets, rubber plugs and brass chain, stop tap and necessary pipe connection including P.V.C. waste pipe and trap up to the outside face of the wall.

Number



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

32 257 90.00 Providing and laying concrete pipes of I.S.NP. class of 100mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.

Running Metre

33 258 400.00 Providing and laying concrete pipes of I.S.NP. class of 150mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.

Running Metre

34 259 2.00 Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and C.I. lid cover of 75 kg with lid and frame fixed in cement concrete.

Number

35 260 20.00 Providing and fixing 450mm x 550mm size superior type Belgium mirror with 16mm dia. nickel plated towel rod etc. complete.

Number

36 261 30.80 Providing and fixing partition with kadappa stone of all sizes and 25 mm thick polished on both side and edges to original including fixing in position in cement mortor 1:4 curing polish-ing, cleaning etc complete.

Square Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

37 262 26.00 Providing and fixing orissa type colour glazed earthenware 625 x 450 mm. w.c. pan including trap, C.I. soil and vent pipe upto the out side face of wall including 100 mm. dia. C.I. plug, bend, 15mm. thick 10 litre PVC flushing cistern with all necessary pipe connection etc. complete.

Number

38 263 20.00 Providing and fixing European type white glazed earthenware coupled closet symphonic trap with symphonic low level white glazed 10 litres cistern with black backlite seat with all necessary pipe connection etc. complete.

Number

39 264 60.00 Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.

Running Metre

40 265 54.00 Providing and fixing on walls/ ceiling/ floor 32 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.

Running Metre

41 266 130.00 Providing and fixing on walls/ ceiling/ floor 50 mm dia. CPVC pipe with necessary fittings, remaking

Running Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

good the demolished portion etc. complete.

42 267 214.00 Providing and fixing P.V.C. Rain water pipes of 110mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete.

Running Metre

43 268 10000.00 Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of high density polythyler and built corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity between 200 to 1000 liters

Litre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

44 269 394.00 Providing and fixing self supporting steel roofing system for a Godown or alike made up of structural grade steel sheet of 912 millimeter width ( tolerance + / - 2 millimeter ), moulded at site using mechanical press dies to the desired curve and shape to form 605 millimeter wide interlocking panels . The interlocking panels shall be pressed to close the seam forming water tight joints for a span of 25.00 meter having arch rise as 5.00 meter, arch length 29.00 meter The base material made up of imported galvalume steel complying to ASTM A792 having base metal thickness of 1.20 millimeter ( tolerace + / - 0.02 millimeter ) with alloy coating AZ 150 and paint coating of regular modified polyster , top coat 25 micron and bottom coat 12 micron as per approved colour , including fixing hangers , clamps etc.as may be necessary of Proflex standard, including fixing sky light of 2 millimeter thick polycarbonate sheet of size 2' x 14' and turbo ventilator of 24'' diameter to be installed at every 30 feet along the length of roof including finishing , testing and cleaning etc. complete.

Square Metre

45 270 2.00 Providing and fixing hume pipe septic tank 900mm diameter with vent pipe and cap including necessary (including excavation and laying)

Number



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

Sub Total -VII :- TOILET

BLOCK

SUB HEAD VIII: - (i) LANDSCAPING

1 271 5347.00 Filling fresh garden soil/silt & manure in excavated area including lead up to a distance of 50 Mtrs.

Cubic Metre

2 272 456.00 Mixing garden soil/silt & manure throughly well, watering previous night. Planting required plant species, lawn grass as directed etc. complete

Sq.M

3 273 3.00 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering formwork, cover blocks laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor-based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cu.M



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)


M.T

5 275 10.00 Providing fly ash brick masonry with conventional / I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete.

Cu.M

6 276 76.00 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.

Sq.M



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

7 277 40.00 Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.

Sq.M

8 278 40.00 Providing and applying plastic emulsion paint of approved quality, colour and shade to old and new surfaces in two coats including scaffolding, preparing the surface. (excluding the primer coat)etc. complete.

Sq.M

9 279 4780 Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 80 mm thickness of having a strength of 300 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete

Sq.M

10 280 500.00 Providing and fixing Precast tapering RCC M-40 grade kerb Type-VI-B (as per detailed drawing attached), in R-40 IRC specification (1000 x 250 - 150 x 350) embeded 200mm below Ground neatly with fixing in position Cement Mortor 1:2 etc complete, including all other taxes and excluding GST as per PWD CSR 2019-2020 with crush sand.

Rmt



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

11 281 45.00 Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.

Cu.M



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

12 282 225.00 Providing and Fixing mat finish stainless steel (of 302 grade ) railing with top pipe of 50 mm dia. and vertical pipe of 38 mm dia at 0.60 m c/c or as required and horizontal pipes of 25 mm dia in three rows, all pipes of 2 mm thick including buffing,fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 mm dia above newel post of 75 mm diameter etc. complete (Prior approval of sample and brand by Ex.Engineer is necessary before use)

Sq.M

13 283 6.00 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete.

Cu.M



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

14 284 9927.00 Planting large flowering/shady trees:- (Minimum Height to 2 Mtr.)Digging pit with size 0.9 m x 0.9 m x 0.9 m Removing & conveying unwanted stuff to a required distance as directed. Supply & Filling the pit with approved excavated material up to a hight of 0.30 m. and remaining height of 0.60 m. with fresh garden soil & manure in in 3: 1 proportion. Mixing soil and manure thoroughly well, leveling, as directed, watering previous night. Planting one or two year old,minimum 2.0 mtr. mtr. hight, healthy tree sapling as per specifications. Maintaining till well established by watering, weedings, Stirring of soil, staking, replacing, casualaties etc.complete.

No.s

15 285 300.00 Planting small and medium size ornamental/flowering plant:- Digging pit with size 0.6 m x 0.6 m x 0.6 m, Removing & conveying unwanted stuff to a required distance as directed. Supplying & Filling the pit with fresh garden soil & farm yard manure up to a height of 0.60 m in 3:1 propotion. Mixing soil and manure thoroughly well, leveling and watering previous night. Planting one or two-year-old healthy plant saplings as per specifications. Maintaining till well established by watering, stirring of soil and manure, replacing of casualties etc. complete

No.s



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

16 286 30.00 Creepers/Climbers:- Excavating the pit with size 0.3 m x 0.3 m x 0.3 m Removing & conveying unwanted stuff to a required distance as directed. Supplying & Filling the pit with approved excavated material up to a height of 0.15 m and remaining height of 0.15 m. with fresh garden soil & manure in 3:1 propotion. Mixing soil and manure throughly well, leveling, watering on previous night. Planting one or two-year-old healthy plant as per specifications. Maintaining till well established by watering, weedings, pruning, stirring, replacing, casualaties etc. complete

No.s

17 287 2500.00 Preparing ground covers:- Excavating the ground to a required depth of 20 cms. removing & conveying unwanted stuff, rubbish to the required distance as directed. Providing, Supplying and Filling the Excavated area with fresh garden soil & F.Y. Manure in 3:1 proportion to a height of 20 cms. Mixing, leveling, watering the same on previous night. Planting suitable ground covers as directed in staggering pattern distance between tow rows 25 cms., watering & maintaining till well established..

Square Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

18 288 1200.00 Preparing Instant Lawn:- Excavating the ground to a required depth of 20 ems. Removing & conveying unwanted stuff to a required distance as directed. Supplying & Filling fresh garden soil/silt & manure in 3: 1 proportion to a height of 20 ems. Mixing soil and Manure thoroughly well, leveling, with required slope, light watering, on previous night, rolling, on surface, Fixing readymade lawn turf, rolls, or slabs of required variety as directed. Ramming on it for proper fixing & maintaining till well established by watering, weeding, clipping or mowing etc. complete.

Sq.M

19 289 12383.97 Preparing Shrubbery:- Excavating the ground to a required depth of 30 ems. Removing rubbish & conveying unwanted stuff to a required distance as directed. Supplying & Filling fresh garden soil & manure in excavated area in3:1 proportion to a height of 30 ems. Mixing garden soil and manure thoroughly well, leveling, watering on previous night. Planting well, levelling, watering on previous night. Planting well developed shrubs plants, 0.50 mtr. height, 0.45 Mtrs, apart as dircted and maintaining till well established by watering, weedings, Stirring replacing, replacing casualatie etc.complete.

Sq.M

20 290 1500.00 Preparing Edging or Border:- Excavating the ground to a

Rmt



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

required depth of 20 cms. In the tequired area, removing and conveying unwanted stuff, rubbish to the required distance as directed. Supplying & Filling the excavated part with fresh soil and manure in 3:1 propotion to a required height of 20cms. Mixing, leveling, watering the same. Planting rooted edging/border plants at distance of 20 cm. apart by watering weeding, stirring of soil replacing casualties, pruning if necessary, etc. Complete.

21 291 15.00 BENCH IN BAR Providing, Supply & fixing bench of size 1.8mx0.6mx0.45m upholsted in fabric with 50 density foam with 18mm thick Green/Century make ply base. All necessary nails,screw & other fastening fixtures used as per approved brand & design, etc. complete. Including all other tax, excluding GST.

Per Number

22 292 15.00 Providing, Supplying and fixing sagar black sandstone bench D-74 type {01 top Slab - (3'5'' x 1'4'' x 3''), and 02 Supports -(6'' x 1'1'' x 1'6'') with top surface polished and remaining surfaces natural finish, fixed with cladex chemical as per Detailed Drawing Attached and Type suggested by Architech and as directed by Engineer In charge including transportation, loading, unloading and all other taxes and excluding GST.

Per Number



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

23 293 15.00 Providing, Supplying and fixing Sagar black sandstone bench D-75 Type {01 Top Slab - (5'11'' x 1'11'' x 3'') and 02 Support - (6'' x 11'' x 1'3'')} with top surface polished and remaining surfaces natural finish, fixed with cladex chemical as per Detailed drawing attached and type suggested by Architect and as directed by Engineer In charge including transportation, loading, unloading and all other taxes and excluding GST.

Per Number

24 294 1500.00 Providing and applying Exposed aggregate systems mixing 8 to 10mm pebbles in green, white and yellow colour with the similar ratio of 14 kg per sq.m placing of 6-inch M-20 grade of concrete floating the surface and finishing exposed aggregate system. After curing applying Acrylic Sealer on pebbles etc complete. Including transportation, loading, unloading and including all other taxes and excluding GST.

Per Sq.m

Sub Total - VIII :- (i)

LANDSCAPING

SUB HEAD VIII :- (ii) OPEN WELL



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

1

Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well,Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge,etc. complete excluding refilling.

b)For Head Works on nalla or any other site of GSDA for initial lift of 0 to 1.5 M

295 67.12 Lift upto 0 to 1.5m Cubic

Meter

c)Add for each additional lift of 1.5 M beyond initial lift 1.5 M

296 65.00 Lift upto 1.5 to 3m Cubic

Meter

2

Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well,etc. for lift 0 to 1.5 M and lead of 150 Mincluding barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5km. as directed by Engineer-in-charge, excluding refilling.



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

b)For Head Works on nalla or any other site of GSDA for initial lift of 0 to 1.5 M

c)Add for each additional lift of 1.5 M beyond initial lift 1.5 M


Meter


Meter


Meter


Meter


Meter


Meter

3 303 125.60 Desilting the Supply Well, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge.

Cu.M

4 304 240.00 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc.complete. (BdA-9/261)

Hour

5 305 2.85 Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/

Cubic Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor-based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

6 306 7.80 Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/

Cubic Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

7 307 34.40 Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cubic Metre

8 308 62.18 Providing and fixing mild steel grill gate as per the detailed drawing including hinges, locking arrangements and painting in three coats of oil paint of approved colour and shade etc. complete.(weight 18 kg. to 20 kg. Per Sq.m.) Spec.No.: As directed by Engineer- in-charge.

Square Metre



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)


Metric Tonne

10 310 0.84 Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like, as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/ bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.

Metric Tonne


Running Meter



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)


Cubic Metre

13 313 20.00 Providing and fixing in position Cl dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.

Nos

Sub Total - VIII :- (ii) OPEN WELL

SUB HEAD VIII :- (iii) BORE WELL

1 314 120.00 Execution of 200/215mm in soft strata and 150 mm diameter in hard strata Borewell drilling by Rig Machine in any strata including wet drilling with transportation including loading and unloading charges etc. complete

RMT

2 315 2.00 Capacity testing by fleshing after finishing of Borewell work with 90 degree v notch

NOS

3 316 40.00 Providing new pipe PVC casing of 180mm diameter 6kg/cm2 for 150mm

RMT



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

diameter Borewell as per standard

4 317 40.00 Lowering and Fitting new pipe PVC casing of 180mm diameter 6kg/cm2 for 150mm diameter Borewell as per standard

RMT

5 318 2.00 Providing and fitting Borecap for 180mm diameter casing pipe of 150mm diameter Borewell

Nos

6 319 140.00 Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC / CIPET (India) / DVGM / KIWA / SPGN etc.for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, loading, as specified and directed, unloading, stacking excluding GST levied by GOI & GOM inall respect, etc. complete as specified and directed. a)PN 16 (SDR 9) vii) 40mm

Per Rmt.



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

7 320 140.00 Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent ISCode complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. For all classes. v) 40 mm.

Per Rmt.

8 321 4.00 Providing and making flanged connection for the 80mm diameter cast iron pipe line including painting rubber insertion, nuts and bolts etc. complete.

Nos

Sub Total - VIII :- (iii) BORE WELL

SUB HEAD VIII :- (iv) RISING MAIN PIPE LINE

1 322 12.75 Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. Lift 0 to 1.5 M

Cum

2 323 17.65 Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. Lift 0 to 1.5 M

Cum



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

3 324 226.91 Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. Lift 0 to 1.5 M

Cum

4 325 120.00 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)

Per Hr.

5 326 138.00 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. Lift 0 to 1.5 M

Cum


Cum



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

7

Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.

328 1000.00 63 mm Dia Per Rm. 329 2574.00 140 mm Dia Per Rm.

8

Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II

Per Rm.

330 1000.00 i) 63 mm Per Rm. 331 2574.00 vi) 140 mm. Per Rm.



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

9 332 1.00 Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete. For pipes specials

Lumpsum

10 333 2 Providing double flange sluice valve confirming for TS- 14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in al I respect etc. complete. vi) 150 mm.

Number

11 334 3 Lowering, laying and jointing in position following C.I.D.F Reflex valves, Butterfly valves and Sluice valves including cost ofall labourjointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for a\1 class of valves.)

Number



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

150mm Sluice Valve 2 nos + one NRV Valve 1nos

12 335 3 Providing and supplying Kinetic Double Orifice type Air Valves confirming to TS 14845 as per MJP's standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded scat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. ii)50mm.

Per No

13 336 3 Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). c) Kinetic Air Valve (PN-1 and PN - 1.6) vi) 50mm.

Per No



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

14 337 3.00 Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M- 150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.) a) Foundation on Murum and Harder Strata. i) upto 150mm

Number

15 338 3 Valve chamber with precast steel fibre reinforced concrete frame and covers (S.F.R.C. frame and covers) Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-in-charge. A) As above of 60 x 45 cm internal size and depth upto 0.9 M with S.F.R.C. frame and cover.

Per No.



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)


Cum

17 340 1 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984). vi)150mm

Per No.

18 341 100.00 Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. D.I K-7 ii) 150 mm.

Per Rm.



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

19 342 1.00 Lowering laying and jointing with SBR ruber gaskets C.T. S/S pipes of various classes with Cl I MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820. a) C.l. 'L.A.' Class / Mortar in lined DI K-9/K-7 iv)150mm

Per Rm.

20 343 500.00 Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R, complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523. For all types of specials, bends tees etc. a) 80 to 300 mm dia.

Per Kg.

21 344 1.00 Supplying and erecting submersible pumpset of 3.75 KW/5 HP with 415 V, 50 c/s AC supply suitable for 150 mm dia. borewell suitable for 20 to 80 LPM discharge at 91 to 42 m head & (max.efficiency at 68 m head & 50 lpm) discharge & delivery Pipe of Size-50mm diameter with a necessary H

Each



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

type clamps as per specification no. WP-SMP

22 345 1.00 Supplying & erecting automatic control panel for 3 Ph, 415 volt,A.c. Submersible/centrifugal pump set upto 7.5 HP consisting of DOL starter having relay range 9-14 AMP,S.P.P., Combined ammeter / voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc.

Each

23 346 150.00 Supplying & erecting flat flexible 3 core 16 sq.mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with coloum pipe assembly complete.

Mtr

Sub Total VIII :- (iv) RISING MAIN PIPE

LINE

SUB HEAD-IX :- ELECTRICAL WORK

Street Light Pole 1 347 403.00 Providing & erecting 9 m

high (clear height) galvanised octagonal pole with foundation bolts having bottom of 155 mm A/F, top 70 mm A/F on provided foundation as per specification no. OHPL/ OPL. Page No.150

Each

2 348 245.00 Providing and erecting galvanised 1000mm single arm sword type bracket with FRP dome and ball as per

Each



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

specification no. OHPL/PBKT,Page No.151

3 349 158.00 Providing and erecting galvanised 1000mm double arm sword type bracket ( One bracket at 9 Mtr for 120 Watt Fitting and other one bracket at 6 Mtr for 28 Watt Fitting) with FRP dome and ball as per specification no. OHPL/PBKT,Page No.151

Each

4 350 403.00 Supplying, erecting & marking SPN MCB 6A to 32A, B- series (for lighting) in provided distribution board as per specification no. SWSWR/MCB.Page No.97

Each

Street Light Fitting

5 351 142.00 Supplying and erecting LED street light fitting 100W, including lamp, with PF > 0.95 class IP 65 and above housing of pressure die cast aluminium alloy and heat sink extruded aluminium complete per specification No FG-ODF/FLS-2.Page No.36

Each

6 352 59.00 Supplying and erecting LED street light fitting 150 W, including lamp, with PF > 0.95 class IP 65 and above housing of pressure die cast aluminium alloy and heat sink extruded aluminium complete as per specification No FG-ODF/FLS-2.Page No.36

Each



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

7 353 202.00 Supplying and erecting LED street light fitting 120 W, including lamp, with PF > 0.95, class IP 65 and above housing of pressure die cast aluminium alloy and heat sink extruded aluminium complete as per specification No FG-ODF/FLS-2.

Each

8 354 158.00 Supplying and erecting LED street light fitting suitable above 26W to 36W lamp, including lamp, with PF > 0.95 class IP 65 and above housing of pressure die cast aluminium alloy and heat sink extruded aluminium complete as per specification No FGODF/FLS2.

Each

9 355 40.00 Supplying and erecting mushroom shaped integral 12W-16W LED decorative bollard upto 680mm with IP65 protection on provided foundation complete.Page No.37

Each

Eathing & Foundation

10 356 26.00 Supply, Installation, Testing and commissioning of maintenance free earthing comprising of Electrode of 17.2 mm diameter Low Carbon Steel with 250 micron molecular copper bonded earthing rod of Length 3m along with 25 kg Carbon based environment friendly back fill ground enhancing compound required to fill up the excavated earth with required quantity complete. Specification no. EA-MOBI Page No.161

Each



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

11 357 222.00 Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia.G.l. Rod complete with all materials as per specification No. EA-EP.,Page No.161

Each

12 358 18.00 Supplying and erecting G.I. strip of required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joint required. as per specification No (EA-EP).,Page No.161

Each

13 359 202.00 Supplying and erecting GI earth wire of high purity of different sizes used for earthing or any other purposes on wall with necessary G. I. Clamps fixed on wall/cable/ conduit with screws in an approved manner.

Each

14 360 403.00 Making M- 20 grade reinforced cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq.m at 1.5 m depth including supply of steel, concrete, excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 9m & 10m high octagonal /conical GI pole). Page No.244

Each

Cable



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

15 361 5185.00 Supplying, erecting & terminating XPLE armoured cable 4 core 10 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no.CB-LT/AL.,Page No.128

Mtr

16 362 1135.00 Supplying, erecting & terminating XLPE armoured cable 4 core 25 sq. mm. aluminium conductor with continuous 5.48 sq. mm.(12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL.,Page No.128

Mtr

17 363 10946.00 Supplying, erecting & terminating XLPE armoured cable 4 core 6 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL.,Page No.127

Mtr

18 364 2027.00 Supplying, erecting & terminating XLPE armoured cable 4 core 50 sq. mm. aluminium conductor with continuous 5.48 sq. mm.(12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL.,Page No.127

Mtr



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

19 365 1936.00 Supplying, erecting & terminating XLPE armoured cable 4 core 70 sq. mm. aluminium conductor with continuous 8.35 sq. mm. (10 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no.CB-LT/AL

Mtr

20 366 3627.00 Supplying & erecting mains with 2x1.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places as per specification No: WGMA/BW.,Page No.06

Mtr

Enclosers

21 367 500.00 Supplying & erecting G.I. pipe ‘A’ class 25 mm dia. erected for enclosing PVC armoured cable on wall/pole as per specification No. CW-PLB/GP, para 4.2.1 & 4.2.2 (Chapter 17.5) Page No.139

Mtr

22 368 20293.00 Supplying and laying (including excavation of suitable width & depth up to 90 cm) 90 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete.,Page No.140

Mtr

Street Light Control Panel



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

23 369 7.00 Supplying & erecting street light control panel in powder coated CRCA 14/16 SWG sheet, outdoor type, three phase, 415V consisted of suitable rating contactor, 24 hrs digital/ astronomical time switch with minimum 5 years battery backup, TPN MCB 63A auto/manual selector switch, ON/OFF push buttons, indicator lamps, control wiring, metering device, etc for automatic operation & overcurrent, short circuit, earth fault protection of street lights upto the max load of 12 kW on provided iron frame / CC foundation complete..Page No.95

Each

Inspection Chamber

24 370 15.00 Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and C.I. lid cover of 75 kg with lid and frame fixed in cement concrete.

Each

High Mast

25 371 5.00 Supplying and erecting 20 m (clear height) High Mast (Top-150mm,Bottom- 460mm) with lowering and raising motorized unit, Vertical lantern carriage assembly suitable for max. 12 nos. luminaries and its control gear box, lightning finial arrangement for fixing aviation light and foundation bolts on provided foundation

Set



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

as per specification no. OH-PL/HM (excluding luminaries)

26 372 5.00 Supplying and erecting Outdoor Stand Mounted Feeder Pillar for highmast of the same manufacturer with 63A TPN MCB incomer,single dial timer switch, 45A TP contactor for automatic switching of luminaries, 2 nos 9A contactors and raise/lower push button, and provision for termination of adequate size of incoming and outgoing cables erected in min. 14 SWG CRCA sheet box powder coated with supporting angles, self-lock, gasket and slanting top erected with CC foundation complete.,Page No.151

Job

27 373 5.00 Making M- 20 cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq. m at 2 m depth including excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 20 m raising lowering high mast) .

Each

28 374 60.00 Supplying and erecting LED Flood light fitting of 200W,including lamp,with PF > 0.95,class IP 65 and above Housing of pressure die cast aluminium alloy and heat sink extruded aluminium complete per specification No FG-ODF/FLS-2 Page No.37

Each



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

29 375 1000.00 Supplying, erecting & terminating XLPE armoured cable 4 core 95 sq. mm. aluminium conductor with continuous 8.35 sq. mm. (10 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

Mtr

Metering Connection

30 376 100.00 Supplying, erecting & terminating XLPE armoured cable 3½ core120 sq. mm. aluminium conductor with continuous 12.97 sq.mm. (8 SWG) G.I. earth wire complete erected with glands & lugs,on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/ALL Page No.127

Mtr

31 377 5.00 Supplying and erecting Three phase smart energy meter DLMS compliance with 3x240V 50 cycles AC supply 10-60 A, ISI mark, accuracy class 1.0 with backlit LCD display, measuring & display V, I, kW, kWh, PF, kVA, kVAr, MD, day, week, month & with communication module configurable for GSM/Wi-Fi, IrDA/Bluetooth, complete provided panel with calibration certificate from manufacturer & duly wired with required size of PVC wires.

Each



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

32 378 500.00 Supplying & laying (including excavation) 25 cm Dia half round RCC Hume pipe of standard thickness at required depth up to 90 cms. below road / ground surface, for enclosing provided cable & necessary back filling with light ramming to make the road/ground surface as it was (Except bitumen carpet).

Mtr

33 379 8065.50 Making trench of suitable width and depth in hard murum / tar road for laying provided LT cable up to and including 16 sq. mm complete as per specification no. CW-EXN-CTR.

Mtr

34 380 3099.00 Making trench of suitable width and depth in hard murum / tar road for laying provided LT cable of 16 sq. mm & above and covered with half round hume pipe complete as per specification no. CW-EXN-CTR

Mtr

35 381 2.00 Supplying and erecting mini feeder pillar triple pole with 200A FPMCCB as incomer and 2 outgoing circuits with HRC fuse base and cartridge of 100A consists of aluminium bus bar 500 V 200 A complete erected in 14 gauge CRCA sheet box with supporting angles, self-locks, gasket and slanting top to be erected on provided foundation as per specification no. SW-SWR/MFP

Each

Borewell At 3 Places



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

36 382 2.00 Supplying and erecting submersible pumpset of 3.75 KW/5 HP with 415 V, 50 c/s AC supply suitable for 150 mm dia. borewell suitable for 20 to 80 LPM discharge at 91 to 42 m head & (max.efficiency at 68 m head & 50 lpm) discharge & delivery Pipe of Size-50mm diameter with a necessary H type clamps as per specification no. WP-SMP

Each

37 383 1.00 Supplying and erecting submersible pump set suitable for erection on open well of 5.625 KW/7.5 HP with 415 V 50 c/s.A.C. supply,having delivery head from 36 to 18 m and discharge from 400 to 1000Itrs. per minute (Max efficiency at 29 m head & 680 Itr discharge) & pipe of Suction 75 mm/Delivery 65 mmdiameter erected with necessary H type clamps as per specification no. WP-OSP

Each

38 384 3.00 Supplying & erecting automatic control panel for 3 Ph, 415 volt,A.c. Submersible/centrifugal pump set upto 7.5 HP consisting of DOL starter having relay range 9-14 AMP,S.P.P., Combined ammeter / voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc.

Each



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

39 385 450.00 Supplying & erecting flat flexible 3 core 16 sq.mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with coloum pipe assembly complete.

Mtr

Toilet At 2 Places

40 386 200.00 Supplying & erecting HMS P.V.C. conduit 25 mm. dia. With necessary accessories in wall/floor with chiselling appropriately as per specification No: WG-MA/CC.,Page No.4

Mtr

41 387 200.00 Supplying & erecting H.M.S. P.V.C. conduit 20 mm. dia. With necessary accessories in wall/floor with chiselling appropriately as per specification No: WG-MA/CC.,Page No.4

Mtr

42 388 100.00 Supplying and erecting UPVC reinforced flexible conduit 25 mm in dia. conforming to I.S. and approved make with required number of couplings, PVC bushes, check nuts etc. complete.,Page No.5

Mtr

43 389 500.00 Supplying & erecting mains with 2x1.5 sq.mm. and earth wire1.5 sq.mm FRLSH PVC copper wire, in HMS PVC conduit min. 20mm dia as per specification No: WG-MA/PC.,Page No.11

Mtr

44 390 200.00 Supplying & erecting mains with 2x2.5 sq.mm. and earth wire 1.5 sq.mm FRLSH PVC copper wire in HMS PVC conduit min. 20mm dia. as per specification No: WG-MA/PC.,Page No.11

Mtr



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

45 391 100.00 Supplying & erecting mains with 2x4 sq.mm. and earth wire 2.5 sq.mm FRLSH PVC copper wire in HMS PVC conduit min. 20mm dia, as per specification No: WG-MA/PC.,Page No.11

Mtr

46 392 100.00 Supplying & erecting mains with 2x6 sq.mm. and earth wire 4 sq.mm FRLSH PVC copper wire, in HMS PVC conduit min.20mm dia, as per specification No: WG-MA/PC.,Page No.11

Mtr

47 393 138.00 Point wiring for light/fan/bell concealed type in min 20 mm ISI marked HMS PVC conduit with 1.5 sq.mm. (2+1E) FR grade copper wires, modular type switch, earthing and required accessories as per specification No: WG-PW/CW.,Page No.17

Point

48 394 48.00 Point wiring for independent plug, concealed type in min 20 mm ISI marked HMS PVC conduit with 1.5 sq.mm (2+1E) FR grade copper wires, modular type switch and socket,earthing and required accessories as per specification No WGPW/SW.,Page No.18

Point

49 395 138.00 Supplying and erecting ISI mark modular type switch 6A/10A duly erected on provided plate and box with wiring connections complete. Page No.14

Each

50 396 48.00 Supplying and erecting ISI mark modular type switch 16A duly erected on provided plate and box with wiring connections complete.Page No.14

Each



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

51 397 48.00 Supplying and erecting ISI mark modular type 3 pin 6/16A multi socket with safety shutter, duly erected on provided plate and box with wiring connections complete.Page No.14

Each

52 398 90.00 Supplying & erecting ready to use Retrofit T8 LED 18 / 20 tube light with polycarbonate body, heat sink, integrated HF electronic driver complete & compatible to T8 / T12 LED luminaire by disconnecting starter & ballast if necessary.Page No.42

Each

53 399 48.00 Supplying & erecting 10-12W, 230V integral type LED Lamp suitable for B-22/E-27 base.Page No.42

Each

54 400 56.00 Supplying and erecting exhaust fan heavy duty 230 V A.C. 50 cycles 375/380 mm. 1400 RPM complete erected in position as per specification no. FG-FN/EXFPage No.44

Each

55 401 56.00 Providing recess in brick wall suitable for erection of exhaust fan up to 450mm.sweep complete with grouting of nut, bolts,plastering and colour washing to match the colour of the wall for the wall thickness of 375 mm.Page No.44

Each



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

56 402 4.00 Supplying & erecting triple pole and neutral distribution board (TPNDB) with door surface/ flush mounted suitable for 3 Pole MCCB as Incommer & outgoing SP MCB (36 Poles) or TP MCB of 12 ways (36 Poles)on iron/ G.I. frame. (Vertical Busbar type)as per specification No.SW SWR/MCBDB1 Page No.100

Each

57 403 4.00 Providing, erecting and commissioning 2 pole RCCB only of electromagnetic type with 30/100/300 mA sensitivity and having capacity of 63A complete as per specification no. SWRCCB/RCCB Page No.101

Each

58 404 4.00 Providing, erecting and commissioning 2 pole RCCB only of electromagnetic type with 30/100/300 mA sensitivity and having capacity of 40A complete as per specification no. SWRCCB/RCCB Page No.101

Each

59 405 4.00 Providing,erecting & commissioning RCCB only of electro magnetic type with 30/100/300 mA sensitivity and having capacity of 16/25A.2 pole complete as per specification No. SW RCCB/RCCB Page No.101

Each

60 406 138.00 Supplying, erecting & marking SPMCB 6A to 32A, B- series (for lighting) in provided distribution board as per specification No. SW-SWR/MCB Page No.96

Each



Item

No.

BOQ Item No. (of

Excel file)


Figures)

Rate (In

Words)

Amount (Rs.)

61 407 4.00 Supplying, erecting & marking FPMCB 6A to 32A in provided distribution board as per specification No. SW-SWR/MCB Page No.97

Each

62 408 4.00 Supplying, erecting & marking FPMCB 40A to 63A in provided distribution board as per specification No. SW-SWR/MCB Page No.97

Each

63 409 2.00 Providing earthing with Galvanized cast iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification No. EA-EP Page No.161

Each

64 410 2.00 Supplying and erecting aluminium strip of required sizes used for earthing on wall and/or any other purpose with necessary aluminium clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification No EA-EP. Page No.161

Kg.

Sub Total -IX: -

ELECTRICAL WORK

Grand Total of Secton A -



Section - B Item

No.

BOQ Item

No (of excel file)

Quantity

Description of Item Unit

Rate (In

Figures)

Rate (In

Words)

Amount (Rs.)

1 411 300000.00

Maintenance of Garden in all respect for keeping gardening in good condition such as weeding, cleaning, watering, cutting, gap filling, manuaring, cutting (lawn, hedges, trees, flowers etc.) and composting, preparation of bed plantation, trees, shrubs, ground cover, flowerbed, lawn etc. with toilet washing and cleaning for 2 years. First year should be considered in DLP.

Sqm

TOTAL OF SECTION B



Section C

Schedule B

QUALITY CONTROL AND TESTING CHARGES

Item. No.

Quantity

estimate, but may be more or less

Detail Description of Item Unit Rate

(In Figures)

Rate (In

Words)

Amount (Rs.)

SECTION-B

1 1.00

TESTING CHARGES:Re-embersment made to the contractor for material wherever required on the basis of testing frequence and charges fixed by vigilance and quality control circle pune or Government lab i.e college of engineering or Govtment polytecnin Pune for current year after producing original Receipts (Material Testing Charges,Water Connection Charges, MSEDCL Connection chrages-This charges will be paid at actual only after submitting original receipt by contractor )

L.S. 1659894.44

Sixteen Lakh Fifty Nine

Thousand Eight

Hundred Ninety Four and

Fourty-four Paise

1,659,894.44

2 49790.56

ROYALTY: Making Reimbursement to contractor against Royalty charges of natural material like, Rubble, Murum, Soil, Hand broken metal etc. after producing the necessary receipts and no dues certificate of royalty charges from competent revenue authority by the contractor before finalization of final bill of the work, otherwise the same will be paid directly to competent authority. Additional spec as directed by engineer-in-charge.

Cum 144.16

Rupees One

Hundred Forty Four and

Sixteen Paise

7177807.13

TOTAL OF SECTION C 8837701.57



Note: -

1. Contractor shall quote rate in Section A and B of schedule B only.

2. In Section C Testing charges and Royalty is considered. Contractor shall not quote for this. Contractor

shall get payment in this section after submitting original receipt only.



Technical Specification and Additional Specification

GENERAL NOTE FOR SPECIFICATION

a) For building work relevant specifications of PWD/CPWD/NBC/IS Codes will be applicable in the given order of preference.

b) For road work/ Infrastructure work relevant specifications of MORT & H, PWD, IRC, guidelines/ IS codes shall be applicable in the given order of preference.

c) For Waters supply, plumbing works, and drainage work relevant specifications of MJP, PWD, CPHEEO Manual, IS codes shall be applicable in the given order of Preference.

d) Electrical work specification as per PWD/CPWD/NBC/IS Codes will be applicable in the given order of preference.

e) Wherever no provisions are available in the above specification, international specification / set good Engineering practices and direction of Engineer in charge shall be applicable.



SUB HEAD-I (i): ROAD WORK

SPECIFICATIONS

Item No.

Description of Item SSR Item No. Specification

No. Additional

Specification

1 Dismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etc.

46.09 As directed by Engineer in charge

Work shall be execuated as per standard specification & as directed by Engineer-incharge

2 Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc.


Work shall be execuated as per standard specification &as directed by Engineer-incharge

3 Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.



4 Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts directed and earth filling in the depression / pit if any.

2.01 MORTH 201 The removed material shall be treated as belongs to the contractor and same shall be disposed off suitably by him. &work shall carried out as directed by Engineer-incharge.



5 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including removal and disposal of top organic soil not exceeding 150 mm in thickness.

2.09 MORTH 201 The removed material shall be treated as belongs to the contractor and same shall be disposed off suitably by him. &work shall carried out as directed by Engineer-incharge.

6 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials and spreading for embankment or stacking as directed.

2.11 MORTH 301 a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution. b) The decision regarding strata classification will be taken by the Engineer-in-charge and shall be final and binding on the Contractor. c) Only approved material shall be used for backfilling. d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge, before commencing further work.

7 Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials

2.13 MORTH 301 a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution.



and spreading for embankment or stacking as directed.

b) The decision regarding strata classification will be takenby the Engineer-in-charge and shall be final and binding on the Contractor. c) Only approved material shall be used for backfilling. d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge, before commencing further work.

8 Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials and spreading for embankment or stacking as directed.

2.16 MORTH 301 a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution. b) The decision regarding strata classification will be taken by the Engineer-in-charge and shall be final and binding on the Contractor. c) Only approved material shall be used for backfilling. d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge,



before commencing further work.

9 Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density inclusive from the site of excavation to the site of deposition as directed.

2.25 MORTH 305 Work shall be execuated as per standard specification &as directed by Engineer-incharge

10 Providing earth work in embankment with approved materials obtained from own sources including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete (Material obtained from Other sources)

2.28 MORTH 305 Work shall be execuated as per standard specification &as directed by Engineer-incharge.

(The Contractor(s) shall have to arrange sources himself /themselves.)

11 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader/ Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - III Material.

A) Contractors Material

3.06 MORTH 401 Work shall be execuated as per standard specification & as directed by Engineer-incharge

(The Contractor(s) shall have to arrange quarries himself /themselves.)

12 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader/ Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to

Work shall be execuated as per standard specification &as directed by Engineer-incharge.



achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - III Material. B) Material Obtained From Site

(The Contractor(s) shall use material available from excavation from site which is approved by enginner in charge)

13 Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. A) Contractors Material


14 Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. B) Material Obtained From Site


(The Contractor(s) shall use material available from excavation from site which is approved by enginner in charge)

15 Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of

3.35b IRC-SP-20, 2002 Clause No. 8.7.3




specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates)

16 Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.


17 Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates)


18 DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates)


19 BITUMINOUS CONCRETE:- Providing and laying bituminous

3.48 MORTH 509 Work shall be execuated as per



concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)

standard specification &as directed by Engineer-incharge

20 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete.


21 Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed

5.03 MORTH 602 Work shall be execuated as per standard specification &as



crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.

directed by Engineer-incharge

22 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg.




Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

23 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.

6.12a MORTH 803.4


24 Providing and fixing Mandatory/Regulatory sign boards in circular shape of ___mm dia made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including

6.27 MORTH 801 & As directed by Engineer in Charge




G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.



25 Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of _____ mm made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. ClassC ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

6.30. e. MoRTH 801 Work shall be execuated as per standard specification &as directed by Engineer-incharge



26 Providing and fixing Cautionary/Warning sign boards in Octagone size of ______ mm made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

6.32c MORTH 801 Work shall be execuated as per standard specification &as directed by Engineer-incharge

27 Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure

6.33a MORTH 801 Work shall be execuated as per standard specification &as directed by Engineer-incharge



sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

28 Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 square meter made out of ___mm aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type IV High

6.34a MORTH 801 Work shall be execuated as per standard specification &as directed by Engineer-incharge



intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

29 Supply and Erection of Polygonal / Circular hot dip galvanized cantilever structure for the overhang of 4.17m along with suitable foundation bolt sets made up of High Tensile sheet

As directed by Engineer in charge

Work shall be execuated as per standard specification &as



confirming to BSEN 100025 or equivalent, as per reference cantilever-structure suitable for mounting of single sided message board of size 3660mm x 1830mm on one side & logo board of size 3050mm x 915mm on the other side. Galvanization thickness for the cantilever structure should be avg 85 microns.

directed by Engineer-incharge

30 Providing and fixing Precast tapering RCC M-40 grade kerb Type-II (as per detailed drawing attached), in R-40 IRC specification (250 x 150 x 350) (Round Kerb 500 mm outer Radius) embeded 200mm below Ground neatly with fixing in position Cement Mortor 1:2 etc complete, including all other taxes and excluding GST as per PWD CSR 2019-2020 with crush sand.



31 Providing and fixing Precast tapering RCC M-40 grade kerb Type-VI-B with weep holes of PVC pipe of 50mm diameter (as per detailed drawing attached), in R-40 IRC specification (1000 x 250 - 150 x 350) embeded 200mm below Ground neatly with fixing in position Cement Mortor 1:2 etc complete, including redoing the surface as specified and directed by Engineer-In-Charge. Including transportation, loading, unloading and including all other taxes and excluding GST as per PWD CSR 2019-2020 with crush sand.



32 Providing and fixing Precast tapering RCC M-40 grade kerb Type-VI-B (as per detailed drawing attached), in R-40 IRC specification (1000 x 250 - 150 x 350) embeded 200mm below Ground neatly with fixing in position Cement Mortor 1:2 etc complete,





including all other taxes and excluding GST as per PWD CSR 2019-2020 with crush sand.

33 Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)""


34 Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.

MJP DSR 2019-20(Pg N.-

125)


35 Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985.

MJP DSR 2019-20(Pg N.-

127)





36 Providing and fixing heavy duty inter locking concrete Rubber mould glossy paving blocks of 80 mm thickness of having a strength of 400 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. (using 100% crushed sand)



37 Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etc complete.



38 Providing and applying priming coat over new/old steel and other metal surfaces including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and scoured with wire brushes, fine steel wool, scrappers and sand paper, scaffolding etc. complete.



39 Providing and applying one coat of flat oil paint of approved colour to the old structural steel work and iron work previously painted in building including scaffolding, if necessary, cleaning and preparing surface (excluding primer coat) etc. complete.

35.08 Bd.0.6 Page No. 406




40 Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt)

11.25 CD.15 Page.No. 168 and B.7. Page No. 38

Before execuation of work material shall be tested and got approved from engineer-in-charge. The concrete shall be vibrated by plate / needle / form type vibrators. The acceptance criteria shall be 28 days strength only &as per IS:456-2000

41 Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder)

14.72 MORT and H-2500


42 Disposing of excavated stuff of any kind

SSR2019-20 STATEMENT-

C1 (With Machine Loading)

As directed by Engineer in charge.


43 Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like, as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/ bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.

23.02 Bd.C.3 Page No. 275

Before execuation of work material shall be tested and got approved from engineer-in-charge. The steel shall be checked for any bend or rust on them. The strength of the steel shall be as per IS



44 Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete.

46.39 As directed by Engineer in charge.




SUB HEAD-I (ii): RETAINING WALL

SPECIFICATIONS

Item No.


No. Additional

Specification

1 Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

12.02 BR.3 Page No. 102

a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution. b) The decision regarding strata classification will be taken by the Engineer-in-charge and shall be final and binding on the Contractor. c) Only approved material shall be used for backfilling. d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge, before commencing further work.

2 Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

12.06 BR.3 Page No. 102

a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution. b) The decision regarding strata classification will be taken



by the Engineer-in-charge and shall be final and binding on the Contractor. c) Only approved material shall be used for backfilling. d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge, before commencing further work.

3 Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

12.11 BR.3 Page No. 102

a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution. b) The decision regarding strata classification will be takenby the Engineer-in-charge and shall be final and binding on the Contractor. c) Only approved material shall be used for backfilling. d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge, before commencing further work.



4 Providing and laying in situ / ready mix / ready mix M15 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor-based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand)

12.25 BR.5 Page No. 105

and B.7, Page No. 38

Before execuation of work material shall be tested and got approved from engineer-in-charge. The concrete shall be vibrated by plate / needle / form type vibrators. The acceptance criteria shall be 28 days strength only &as per IS:456-2000.

5 Providing and laying in situ / ready mix M-30 controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) etc. complete. (excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) .

17.34 MORT&H (5th Rev.) 1700, 2304


6 Providing and laying in situ / ready mix M-30 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C. solid piers,column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steel formwork, centering ( excluding dewatering by means of pump) and including bailling out water and including CM 1:3 curing complete. a) Height upto 5 M. (With Concrete Mixer) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent

17.49 MORT&H (5th

Rev.)1700, 2204, 2304




extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.

7 Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.

14.01 BR.35 Page No. 134

Before execuation of work material shall be tested and got approved from engineer-in-charge. The bars shall be checked for any bend or rust on them. The strength of the bars shall be as per IS.

8 Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.

17.37 MORT&H (5th Rev.) 2705, 2706


9 Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete.

12.72 MORT&H 2200

&-710.1.4 of iRC 78


10 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm to be installed by the manufacturer / supplier to their authorized representative ensuring compliance to the manufacturers instruction for installation as per approved drawings

14.68 MORT&H 2600




and standard specifications etc. complete.

SUB HEAD-II : STORM WATER

SPECIFICATIONS

Item No. Description of Item SSR

Item No. Specificatio

n No. Additional

Specification

1 Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

12.04 BR.3 Page No. 102


2 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthen bunds etc. as may be necessary for foundation and other parts of the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of

12.22 BR 4 Page No

104.105




Superintending Engineer will be necessary)

3 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)

MJP SOR-

2019-20, Pg. no.

59 SECTIO

N -E :Excavat

ion, ItemNo:

16

As directed by

Engineer in charge


4 Filling in plinth and floors / trenches with contractor's murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263)

MJP SOR-

2019-2, Pg. no.

59SECTION -E

:Excavation,

ItemNo: 17

As directed byEngineer in charge


5 Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for rubber ring joints, excluding GST levied by GOI and GOM in all respect including inspection charges, transport to departmental stores / site, unloading and stacking, etc. complete. (as per IS 458-1988)note :- one coller should be supplied with each full length plain ended RCC pipe,cost including in rate below. One rubber ring should be supplied with each full lenght of sockedted pipe cost inlucded in rates.(rubber ring)

MJP DSR:

2019-20, Section I

(V,1, f,xv,xvi,xviii) Pg. No. 127

As directed by

Engineer in charge




6 Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (IS-783/1985) (For all class of pipes)

MJP DSR:

2019-20, Section I

(2,xv, xvi,

xviii) Pg. No. 127

As directed by

Engineer in charge


7 Providing and constructing RCC manhole Size 1.5 M x 1.5 M upto a depth of 5.00 M excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and fixing in position steel fibre reinforced concrete ( SFRC) Frame and cover (20 tonnes capacity) of approved make including loading, unloading, transportation, all taxes, etc complete as directed by Engineering-incharge.

MJP DSR:

2019-20, Section I

(2,xv) Pg. No.

127



8 Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with

24.04 Bd.E.2 Page No.

288 and B.7 Page

No 38




SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

9 Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

25.11 Bd.F.3 Page No.

298 and B.7, Page

No.38


10 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.

MJP DSR:

2019-20, Section E (15)

Pg. No. 54





SUB HEAD-III (i) :-PIPE CULVERT

SPECIFICATIONS

Item No. Description of Item SSR Item No.

Specification No.

Additional Specification

1 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.

21.38 Bd.A. 12 Page No. 264


2 Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope etc. complete.

11.16 CD.7 Page.No. 162


3 Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1200mm diameter in proper line, level and slope etc. complete.

11.18 CD.7 Page.No. 162


SUB HEAD-III (ii):- SLAB CULVERT

SPECIFICATIONS

Item No. Description of Item SSR Item No.

Specification No.




1 Providing and laying in situ / ready mix controlled grade of M30 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), excluding reinforcement)



2 Providing and laying in situ / ready mix M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor-based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Natural sand / VSI sand finely washed etc). i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.

14.17 BR.38(a) Page No. 135 and B. 7, Page No.38




3 Providing and laying in situ / ready mix M-40 cement concrete of trap / granite / quartzite/ gniess metal for reinforced cement concrete block below the bearing including necessary scaffolding, plywood/steel formwork, compaction by vibrating, finishing in CM 1:3 and curing complete (Excluding reinforcement) Using reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )

17.62 MORT&H (5th Rev.) 1700, 2205, 2304


4 Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete.

14.5 BR.55 Page No. 150


5 Providing and laying in PCC M15 grade leveling course below approach slab complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings and Technical specifications etc. complete with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )

14.58 MORT and H 1700


6 Providing and laying of RCC in M30 grade approach slab including reinforcement and formwork complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings and technical specifications etc. complete with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )

14.59 MORT and H 1500, 1600, 1700 and 2700




7 Providing and fixing bituminous pad 25mm thick for expansion joints in retaining wall, compound wall etc. complete.



8 Providing tar paper bearing including laying in proper position etc. complete.



9 Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etc complete. NOTE: For Item No. 15 to 18 prior approval of Superintending Engineer will be necessary



10 Providing and laying 6 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 4.75 mm nominal size at the rate of 0.005 cum per 10 Sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg C, protruding 1 mm to 4mm over mastic surface as per clause 515 etc. complete.

14.55 MORT and H 500, 2700




SUB HEAD-IV :- WATER DISTRIBUTION NETWORK

SPECIFICATIONS

Item No.

Description of Item SSR Item No.

Specification No.


1 Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

12.09 BR.3 Page No. 102

a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution. b) The decision regarding strata classification will be taken by the Engineer-in-charge and shall be final and binding on the Contractor.

c) Only approved material shall be used for backfilling. d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge, before commencing further work.

Lift upto 0 to 1.5 m



2 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)

MJP SOR-2019-120, Pg. no. 59 SECTION -E :Excavation, ItemNo: 16



3 Filling in plinth and floors / trenches with contractor's murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263)

MJP SOR-2019-2, Pg. no. 59 SECTION -E :Excavation, ItemNo: 17



4 Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edi-tion/revision with amendments for Rubber Gaskets.

MJP SOR-2019-120 Pg. no. 85 SECTION -I : ItemNo: 3





5 Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R, complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523. For all types of specials, bends tees etc.

MJP SOR-2019-20 Pg. no. 92 SECTION -I :ItemNo: 10



6 Lowering laying and jointing with SBR ruber gaskets C.T. S/S pipes of various classes with Cl I MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820.

MJP SOR-2019-20 Section I : C.I./D.I. PIPES Item No:2, Page no. 84



10 Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.

MJP SOR-2019-20, Pg. no. 153, SECTION -I :(IX), ItemNo: 1





7 Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II

MJP SOR-2019-20, Pg. no. 155, SECTION - I(IX)ItemNo: 2



8 Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete.

MJP SOR-2019-20, Pg. no. 162, SECTION - I(X) : M. D. P. E. PIPES ItemNo: 2



9 Providing double flange sluice valve confirming for TS- 14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in al I respect etc. complete.

MJP SOR-2019- 20 Section I : PIPE APPURTENANCES Item No:2(b) page no.180



14 Lowering, laying and jointing in position following C.I.D.F Reflex valves, Butterfly valves and Sluice valves including cost ofall labourjointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for a\1 class of valves.)

MJP SOR-2019- 20 Section I - Item No:4,





Page no. 183

10 Providing and supplying Kinetic Double Orifice type Air Valves confirming to TS 14845 as per MJP's standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded scat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete.

MJP SOR-2019- 20 , Section I : PIPE APPURTENANCES, Item No:8 a, Page No.186



11 Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).

MJP SOR-2019- 20 Section I (XIII) Item No:10 (c) Page no. 187



12 Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M- 150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.)

MJP SOR-2019- 20 Section I : PIPE APPURTENANCES Item No:17, Page No.161



13 Providing and constructing on Valves, RCC manhole Size 1.2 M x 1.2 M upto a depth of 2.00 M excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth





rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and fixing in position steel fibre reinforced concrete ( SFRC) Frame and cover (20 tonnes capacity) of approved make including loading, unloading, transportation, all taxes, etc complete as directed by Engineering-incharge.

14 Valve chamber with precast steel fibre reinforced concrete frame and covers (S.F.R.C. frame and covers) Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-in-charge.

MJP SOR-

2019- 20 ,

SECTION L-

CHAMBERS, MANHOLES

DRAINAGE

DROUPS

Item No:3,Pa

ge no.295



15 Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.

MJP SOR-

2019- 20 ,

SECTION L-

CHAMBERS, MANHOLES

DRAINAGE

DROUPS ITEM NO:5,PAGE

NO.296





16 Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge

MJP SOR-2019-20 Section L-Item No:4, Page No.388




MJP SOR-2019- 20 , Section E-Item No:15,Page no.54



18 Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC / CIPET (India) / DVGM / KIWA / SPGN etc. for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, loading, as specified and directed, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete as specified and directed.

MJP SOR-2019-20, SECTION - I(X) : M. D. P. E. PIPES, Page No. 161



19 Providing and making ISI Mark ferrule connection of 32 mm dia. to water main including ferrule coupling cast iron bell mouth cover, built in non return valve and fixing including excavation and reinstatement complete.

42.75 Bd.V. 4 page 551




20 Providing and making ISI Mark ferrule connection of 50 mm dia. to water main including ferrule coupling cast iron bell mouth cover, built in non return valve and fixing including excavation and reinstatement complete.

42.77 Bd.V. 4 page 551


21 Providing and fixing screw down for 50 mm dia. wheeled stop tap of brass including necessary sockets/ union nut complete.

41.48 Bd.V.9 Page No.


22 Providing and fixing screw down for 32 mm dia. wheeled stop tap of brass including necessary sockets/union nut complete.

41.46 555.00 Work shall be execuated as per standard specification &as directed by Engineer-incharge

23 Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line. The number of joints involved will be paid separately depending upon the nature of joints and required pipes,valves and specials will be supplied free of cost at stores.)

MJP SOR-2019- 20 Section H: Miscellaneous tem No:10, Page No. 73



30 Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete.

MJP SOR-2019- 20 SECTION - I : C. I. / D. I. PIPES Item No:7, Page No. 87





24 Welding in all positions with required number of runs, for M. S. pipes internally and / or externally including gauging wherever necessary, fixing appurtenances and other accessories in connection with pipe laying work as per specification.

MJP SOR-2019- 20 SECTION -I(XVI) : M. S. PIPE LAYING Item No:7, Page No. 231



25 Providing and fixing 40mm diameter water meter with non-return valve including strainer, sockets/ union nut and including water meter box making locking arrangements and lock. [Withoutchamber].

41.29 Bd.V.7 Page No. 554


26 Providing and fixing 50mm diameter water meter with non-return valve including strainer, sockets/ union nut and including water meter box making locking arrangement and lock. [without chamber]

41.30 Bd.V.7 Page No. 554


27 Providing, installing & giving satisfactory field test of flanged ends Bulk Type Water Meters of following type with FGI 250 cast iron body, class B conforming to IS 2373 or as per ISO 4064, marked to read in metric system along with manufacturere's test and guarantee certificate including cost of all materials and labour with ISI markfor inlet and outlet of all ESRs etc complete

Mech Elect MJP DSR-2019- 20, Item No:B-b-7, Page No. 79





SUB HEAD-V :- SEWERAGE COLLECTION NETWORK

SPECIFICATIONS

Item No.


No. Additional

Specification

1 Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for rubber ring joints, excluding GST levied by GOI and GOM in all respect including inspection charges, transport to departmental stores / site, unloading and stacking, etc. complete. (as per IS 458-1988)note :- one coller should be supplied with each full length plain ended RCC pipe,cost including in rate below. One rubber ring should be supplied with each full lenght of sockedted pipe cost inlucded in rates.(rubber ring)

MJP DSR: 2019-20,

Section I (V,1, f,viii,ix,x,xi,xii)

Pg. No. 127



2 Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (IS-783/1985) (For all class of pipes)

MJP DSR: 2019-20, Section I

(2,viii) Pg. No. 127



3 Providing 150 mm dia. S.W. or R.C.C. pipes in vertical drop arrangement including providing 150 mm dia S.W. and R.C.C. pipe fixed in B.B. masonry of manhole at the required level including providing 150 mm dia double tee, 150 mm dia right angled bend, encasing in B.B. masonry 1:4 proportion all around the pipe, double tee, bend upto the foundation of manhole, jointing, cutting, filleting including neat cement rendering,

MJP DSR: 2019-20,

Section L ( 10) Pg. No. 298





plugging the opening with jungle wood knob complete as directed by Engineer-in-charge (0.60 M depth) excluding cost of chamber.

4 Providing and constructing on sewer, B. B. masonry circular manhole concentric cone 1.5 M dia. at bottom and 0.5 M dia. at top and upto a depth of 5.00 M with 23 cm brick work, upto depth of 2 M from top and 35 cm thick brick work for balance depth in CM 1:4 proportion with 20 mm thick smooth plaster on both sides in CM 1:2 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C. C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineerincharge.

MJP DSR: 2019-20,

Section L ( 3, A, a) Pg. No.

296




MJP DSR: 2019-20,

Section E (15) Pg. No. 54



6 Providing and constructing Brick masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. intercepting trap with rodding pipe set in 1:4:8 cement concrete block, brick masonry, plastering from inside and airtight 75 mm thick R.C.C cover medium duty 100 kg etc. complete.

42.12 Bd.V.43, Page No. 574


SUB HEAD-VI :- PARKING



SPECIFICATIONS

Item No.


No. Additional

Specification

1 Providing and fixing Mandatory/Regulatory sign boards in circular shape of ___mm dia made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

6.28 MORTH 801 & As directed byEngineer in charge


SUB HEAD-VII :- TOILET BLOCK



SPECIFICATIONS

Item No.

Description of Item SSR Item

No. Specification No.


1 Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means

21.14 Bd.A.4 Page No.

259


c) Only approved material shall be used for backfilling. d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge, before commencing further work.

2 Excavation for foundation in Hard-rock by controlled blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres. from the building area including dewatering and back filling with available earth soil /murum watering, ramming etc. complete. (Lift upto 1.5m) By Mechanical Means


259


c) Only approved material shall be used for backfilling. d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge,



before commencing further work.

3 Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete.


262


4 Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

24.04 Bd.E.2 Page

No.288 and B.7 PageNo

38


5 Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With

25.11 Bd.F.3 Page No. 298 and

B.7, Page No.38




fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

6 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)


B.7, Page No.38


7 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

25.31 Bd.F.5 Page

No.300 and B.7, Page.No.

38

8 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed

25.70 Bd.F.8 Page

No.302 and B.7,

Before execuation of work material shall be tested and got approved from engineer-in-charge. The concrete shall



designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

PageNo.38

be vibrated by plate / needle / form type vibrators. The acceptance criteria shall be 28 days strength only &as per IS:456-2000.

9 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.

26.33 Bd.F.17, Page No.

306


10 Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete

27.13 As director

by engineer incharge

and BDG- 2 and 5


11 Providing Second class fly ash brick masonry with conventional / I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of two bars of 6 mm diameter / two hoop iron strips 25 mm x 1.60 mm at every third course, properly bent and bounded at ends

27.14 Bd. G. 7 Page 316




scaffolding raking out joints and watering etc. complete.

12 Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.

32.04 Bd. L.2 Page No.

368


13 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.

32.11 Bd.L.7 Page No.

369


14 Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:4 without neeru finish to concrete surface in all positions including scaffolding and curing etc. complete.

32.01 Bd.L.1 Page No.

367


15 Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at the junction of R.C.C members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete /B.B.masonry and or tying by binding wire etc. complete.

32.26 As directed

byEngineer in

Charge


16 Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.

35.21 As directed

by Engineer in Charge




17 Providing and applying plastic emulsion paint of approved quality, colour and shade to old and new surfaces in two coats including scaffolding, preparing the surface. (excluding the primer coat)etc. complete.

36.12 Bd.P.6 Page No.

414


18 Providing and applying interior wall finish luster of Asian / Berger / Nerolac / Dulux Paints or equivalent make on internal wall surface as detailed below Scrapping the surface with emery paper and wipe clean. Applying Asian / Berger / Nerolac / Duuex Paints or equivalent wall primer with brush with mineral turpentine with brush 8 to 10% and oil 15 to 20% with roller and allowing to dry for a period 6 to 8 hours. Applying Asian / Berger / Nerolac / Dulex Paints or equivalent Acrylic wall putty with appropriate proportion of water allowing to dry for period 4 to 6 hours. Scrapping with Emery paper 180 and wipe clean. Applying Asian / Berger / Nerolac / Dulux Paints or equivalent wall primer with brush with mineral turpentine 8 to 10% and oil 15 to 20% with roller Scrapping Emery paper 320 and wipe clean, Applying Asian / Berger / Nerolac / Dulux Paints or equivalent interior wall finish luster 1st coat with brush/rubber/spray with mineral turpentine 7 to 9% and Oil with roller 19 to 21% After 8 hours of activity Applying 2nd coat of Asian / Berger / Nerolac / Dulux Paints or equivalent interior wall finish Lustre with mineral turpentine 7 to 9 % with brush and Oil with roller 19 to 21% after allowing dry for the period of 6 to 8 hours activity. (With prior approval of S.E.)

36.20 As directed

by Engineer in charge


19 Providing cement-based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any

31.04 As directed

byEngine



span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1 Kg per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test etc. complete.

er in charge

20 Providing waterproofing in W.C. and bath including brick bat coba in all position including providing and laying 12mm bedding in cement mortor 1:3 on vergin concrete slab with waterproofing compound @ 1kg/per bag of cement laying brick bat coba of required thickness in cm 1:5 with waterproofing compound 1 kg/bag of cement grouting and finishing the top layer with 20mm thick brick bedding in cm mortor 1:3 with waterproofing compound 1 kg/per bag of cement and testing the treated portion for 48 hours by pond test and covering ten years' guarantee on requisite stamp paper including curing etc. complete.

31.26 As directed





21 Providing groove to required size at specified location as directed by Engineer, at junction of brick masonry wall and R.C.C beams or Column, at junction of composite masonry, including scaffolding, finishing, curing etc. complete.

32.37 As directed



22 Providing and laying ceramic tiles of having size 30 cm. x 30 cm. and confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete.

33.25 Bd.M.13 Page No.

386.


23 Providing and laying vitrified rustic matt stone finish tiles having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10mm thickness and confirming to IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid ?on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning etc. complete. a) Flooring

33.44 Bd.M.12 Page No.

385


24 Providing and fixing in required position skirting or dado of polished Kotah Stone slab 25 mm to 30 mm thick fixed on base on plaster of cement mortar 1:4 including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete.

33.81 As directed

byEngineer in

Charge


25 Providing and fixing Country cut teak wood single leaf door shutter with teak wood style and rail of 25 mm thick including fixing 50 mm x 25 mm size welded mesh of 10 gauge as per detailed drawing or as directed with stainless steel fixture and fastening finishing with 3 coats of oil painting etc. complete.

39.12 BD-T-39 Page No.

500




26 Providing and fixing factory made panelled door shutter in single leaf 35 mm thick style and rail without ventilator with CCTW panels 12 mm thick including wrought iron hold fast and stainless-steel fixtures with oil painting 3 coats etc. complete.

39.13 As directed

by Engineer

in charge


27 Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thick sheet glass louvers, of approved quality etc. complete.

39.68 As directed

by Engineer

in charge


28 Providing and fixing push cock (Self closing tap) symet type of 20 mm dia. including necessary socket, testing etc. complete.

41.55 As directed

by Engineer

in charge


29 Providing and fixing coloured glazed earthenware lipped flat back/corner type urinal with PVC 5 liters flushing cistern with fittings, capacity with fittings, inlet pipe and stop tap, brackets for fixing the cistern, P.V.C. flush pipe with fittings including lead soil pipe, lead trap and soil pipe connection up to the outside face of the wall.


564


30 Providing and fixing coloured glazed earthenware Wash Hand Basin of 63 cm x 45 cm size including cold water pillar tap/cold and hot water pillar tap brackets, rubber plugs and brass chain, stop tap and necessary pipe connection including P.V.C. waste pipe and trap up to the outside face of the wall.


565


31 Providing and laying concrete pipes of I.S.NP. class of 100mm diameter in proper line, level and slope including necessary collars, excavation, laying,

42.06 Bd.V.41, Page No.

573

Work shall be execuated as per standard specification



fixing with collars in cement mortar 1:1 and refilling the trench complete.

&as directed by Engineer-incharge

32 Providing and laying concrete pipes of I.S.NP. class of 150mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.

42.07 Bd.V.41, Page No.

573


33 Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and C.I. lid cover of 75 kg with lid and frame fixed in cement concrete.


574


34 Providing and fixing 450mm x 550mm size superior type Belgium mirror with 16mm dia. nickel plated towel rod etc. complete.

42.20 Bd.V.46, Page

No.576


35 Providing and fixing partition with kadappa stone of all sizes and 25 mm thick polished on both side and edges to original including fixing in position in cement mortor 1:4 curing polish-ing, cleaning etc complete.

42.29 As directed



36 Providing and fixing orissa type colour glazed earthenware 625 x 450 mm. w.c. pan including trap, C.I. soil and vent pipe upto the out side face of wall including 100 mm. dia. C.I. plug, bend, 15mm. thick 10 litre PVC flushing cistern with all necessary pipe connection etc. complete.

42.35 As directed



37 Providing and fixing European type white glazed earthenware coupled closet symphonic trap with symphonic low level white glazed 10 litres cistern with

42.34 As directed





black backlite seat with all necessary pipe connection etc. complete.

38 Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.

42.55 BD.V 5 page 551

and as directed



39 Providing and fixing on walls/ ceiling/ floor 32 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.

42.58 BD.V 5 page 551

and as directed



40 Providing and fixing on walls/ ceiling/ floor 50 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete.

42.60 BD.V 5 page 551

and as directed



41 Providing and fixing P.V.C. Rain water pipes of 110mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket

42.87 As directed

by Engineer Incharge




clips shall be got approved from engineer in charge etc. complete.

42 Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of high density polythyler and built corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity between 200 to 1000 liters

42.53 As directed

byEngineer

Incharge


43 Providing and fixing self supporting steel roofing system for a Godown or alike made up of structural grade steel sheet of 912 millimeter width ( tolerance + / - 2 millimeter ), moulded at site using mechanical press dies to the desired curve and shape to form 605 millimeter wide interlocking panels . The interlocking panels shall be pressed to close the seam forming water tight joints for a span of 25.00 meter having arch rise as 5.00 meter, arch length 29.00 meter The base material made up of imported galvalume steel complying to ASTM A792 having base metal thickness of 1.20 millimeter ( tolerace + / - 0.02 millimeter ) with alloy coating AZ 150 and paint coating of regular modified polyster , top coat 25 micron and bottom coat 12 micron as per approved colour , including fixing hangers , clamps etc.as may be necessary of Proflex standard, including fixing sky light of 2 millimeter thick polycarbonate sheet of size 2' x 14' and turbo ventilator of 24'' diameter to be installed at every 30 feet along the length of roof including finishing , testing and cleaning etc. complete.

38.43 As directed

by Engineer Incharge


44 Providing and fixing hume pipe septic tank 900mm diameter with vent pipe and cap including necessary (including excavation and laying)

42.18 Bd.V.45, Page No.

575




SUB HEAD VIII :- (i) LANDSCAPING

SPECIFICATIONS

Item No.




1 Filling fresh garden soil/silt & manure in excavated area including lead up to a distance of 50 Mtrs.

PMC HORTICUL

TURE ITEM-1.2

As directed



2 Mixing garden soil/silt & manure throughly well, watering previous night. Planting required plant species, lawn grass as directed etc. complete

PMC HORTICUL

TURE ITEM-1.3

As directed



3 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering formwork, cover blocks laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor-based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)


B.7, Page No.38


4 Providing fly ash brick masonry with conventional / I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete.

29.05 As directed





5 Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 80 mm thickness of having a strength of 300 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete

33.52 As directed



6 Providing and fixing Precast tapering RCC M-40 grade kerb Type-VI-B (as per detailed drawing attached), in R-40 IRC specification (1000 x 250 - 150 x 350) embeded 200mm below Ground neatly with fixing in position Cement Mortor 1:2 etc complete, including all other taxes and excluding GST as per PWD CSR 2019-2020 with crush sand.

7.02 MORTH 408


7 Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.

5.10 BR-21 Page

124,MORTH - 1100

and1700


8 Providing and Fixing mat finish stainless steel (of 302 grade ) railing with top pipe of 50 mm dia. and vertical pipe of 38 mm dia at 0.60 m c/c or as required and horizontal pipes of 25 mm dia in three rows, all pipes of 2 mm thick including buffing,fabricating fixtures and fastening including pipe base of

40.08 As directed





appropriate diameter and ball base of 75 mm dia above newel post of 75 mm diameter etc. complete (Prior approval of sample and brand by Ex.Engineer is necessary before use)

9 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete.

27.01 As directed



10 Planting large flowering/shady trees:- (Minimum Height to 2 Mtr.)Digging pit with size 0.9 m x 0.9 m x 0.9 m Removing & conveying unwanted stuff to a required distance as directed. Filling the pit with approved excavated material up to a hight of 0.30 m. and remaining height of 0.60 m. with fresh garden soil &manure in in 3: 1 proportion. Mixing soil and manure thoroughly well, leveling, as directed, watering previous night. Planting one or two year old,minimum 2.0 mtr. mtr. hight, healthy tree sapling as per specifications. Maintaining till well established by watering, weedings, Stirring of soil, staking, replacing, casualaties etc.complete.

PMC HORTICUL

TURE ITEM-3.12

As directed



11 Planting small and medium size ornamental/flowering plant :- Digging pit with size 0.6 m x 0.6 m x 0.6 m, Removing & conveying unwanted stuff to a required distance as directed. Filling the pit with fresh garden soil & farm yard manure up to a height of 0.60 m in 3:1 propotion. Mixing soil and manure thoroughly well, leveling and watering previous night. Planting one or two year old healthy plant saplings as per specifications. Maintaining till well established by watering, stirring of soil and manure, replacing of casualties etc.complete

PMC HORTICUL

TURE ITEM-3.13

As directed



12 Creepers/Climbers :- Excavating the pit with size 0.3 m x 0.3 m x 0.3 m Removing & conveying unwanted stuff to a required distance as directed. Filling the pit with approved excavated

PMC HORTICUL

TURE ITEM-3.10

As directed





material up to a height of 0.15 m and remaining height of 0.15 m. with fresh garden soil & manure in 3:1 propotion. Mixing soil and manure throughly well, leveling, watering on previous night. Planting one or two year old healthy plant as per specifications. Maintaining till well established by watering, weedings, pruning, stirring, replacing, casualaties etc. complete

13 Preparing ground covers:- Excavating the ground to a required depth of 20 cms. removing & conveying unwanted stuff, rubbish to the required distance as directed. Providing and Filling the Excavated area with fresh garden soil & F.Y. Manure in 3:1 proportion to a height of 20 cms. Mixing, leveling, watering the same on previous night. Planting suitable ground covers as directed in staggering pattern distance between tow rows 25 cms., watering & maintaining till well established..

PMC HORTICUL

TURE ITEM-3.14

As directed



14 Preparing Instant Lawn :- Excavating the ground to a required depth of 20 ems. Removing & conveying unwanted stuff to a required distance as directed. Supply & Filling fresh garden soil/silt & manure in 3: 1 proportion to a height of 20 ems. Mixing soil and Manure thoroughly well, leveling, with required slope, light watering, on previous night, rolling, on surface, Fixing readymade lawn turf, rolls, or slabs of required variety as directed. Ramming on it for proper fixing & maintaining till well established by watering, weeding, clipping or mowing etc. complete.

PMC HORTICUL

TURE ITEM-3.03

As directed



15 Preparing Shrubbery:- Excavating the ground to a required depth of 30 ems. Removing rubbish & conveying unwanted stuff to a required distance as directed. Supply & Filling fresh garden soil & manure in excavated area in3:1 proportion to a height of 30 ems. Mixing garden soil and manure thoroughly well, leveling, watering on previous night. Planting well, levelling, watering on previous night. Planting well developed shrubs plants, 0.50 mtr. height, 0.45 Mtrs, apart as

PMC HORTICUL

TURE ITEM-3.08

As directed





dircted and maintaining till well established by watering, weedings, Stirring replacing, replacing casualatie etc.complete.

16 Preparing Edging or Border :- Excavating the ground to a required depth of 20 cms. In the tequired area,., removing and conveying unwanted stuff, rubbish to the required distance as directed. Supply & Filling the excavated part with fresh soil and manure in 3:1 propotion to a required height of 20cms. Mixing, leveling, watering the same. Planting rooted edging/border plants at distance of 20 cm. apart by watering weeding, stirring of soil replacing casualties, pruning if necessary, etc. Complete

As

directed by

Engineer in charge


17 BENCH IN BAR Providing, Supply & fixing bench of size 1.8mx0.6mx0.45m upholsted in fabric with 50 density foam with 18mm thick Green/Century make ply base. All necessary nails, screw & other fastening fixtures used as per approved brand & design, etc. complete. Including all other tax, excluding GST.

As

directed by

Engineer in charge


18 Providing, Supply & fixing sagar black sandstone bench D-74 type {01 top Slab - (3'5'' x 1'4'' x 3''), and 02 Supports -(6'' x 1'1'' x 1'6'') with top surface polished and remaining surfaces natural finish, fixed with cladex chemical as per Detailed Drawing Attached and Type suggested by Architech and as directed by Engineer In charge including transportation, loading, unloading and all other taxes and excluding GST.

As

directed by

Engineer in charge


19 Providing, Supply and Fixing Sagar black sandstone bench D-75 Type {01 Top Slab - (5'11'' x 1'11'' x 3'') and 02 Support - (6'' x 11'' x 1'3'')} with top surface polished and remaining surfaces natural finish, fixed with cladex chemical as per Detailed drawing attached and type suggested by Architect and as directed by Engineer In charge including transportation, loading, unloading and all other taxes and excluding GST.

As

directed by

Engineer in charge




20 Providing, Supply and applying Exposed aggregate systems mixing 8 to 10mm pebbles in green, white and yellow colour with the similar ratio of 14 kg per sq.m placing of 6-inch M-20 grade of concrete floating the surface and finishing exposed aggregate system. After curing applying Acrylic Sealer on pebbles etc complete. Including transportation, loading, unloading and including all other taxes and excluding GST.

As

directed by

Engineer in charge


21 Maintenance of Garden in all respect for keeping gardening in good condition such as weeding, cleaning, watering, cutting, gap filling, manuaring, cutting (lawn, hedges, trees, flowers etc.) and composting, preparation of bed plantation, trees, shrubs, ground cover, flowerbed, lawn etc. with toilet washing and cleaning for 2 years

PMC HORTICUL

TURE ITEM-10.1

As directed



SUB HEAD VIII :- (ii) OPEN WELL

SPECIFICATIONS

Item No.






1 Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well,Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge,etc. complete excluding refilling.

MJP DSR 2019-20

SECTION - E

EXCAVATION Item

No-10 (pg n-52)



2 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well,etc. for lift 0 to 1.5 M and lead of 150 Mincluding barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5km. as directed by Engineer-in-charge, excluding refilling.

MJP DSR 2019-20

SECTION - E

EXCAVATION Item

No-11 (p n-52)





3 Desilting the Supply Well, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge.

MJP DSR 2019-20 Item No-

13(p n-53)



4 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc.complete. (BdA-9/261)

MJP DSR 2019-20

Item No-14 (p n-53)



5 Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

24.08 Bd.E.4 Page No. 289 and B-7, Page No.38




6 Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

25.52 Bd.F.6 Page No. 300 and B.7, Page No.38


7 Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

26.19 Bd.F.11 Page No.304 and B.7, PageNo. 38


8 Providing and fixing mild steel grill gate as per the detailed drawing including hinges, locking arrangements and painting in three coats of oil paint of approved colour and shade etc. complete.(weight 18 kg. to 20 kg. Per Sq.m.) Spec.No.: As directed by Engineer- in-charge.

23.09 Spec. No. As directed byEngineer in Charge.




9 Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like, as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/ bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.

23.02 Bd.C.3 Page No. 275


10 Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.

17.37 MORT&H (5th Rev.) 2705, 2706


11 Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete.

12.72 MORT and H 2200 &-710.1.4 of iRC 78


12 Providing and fixing in position Cl dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.

MJP DSR 2019-20

SECTION-M : WELL SINKING

AND RIVER

INFILTRATION

WORKS Item No-11 (p n-305)





SUB HEAD VIII :- (iii) BORE WELL

SPECIFICATIONS Item No.


No.

Specification No.


1 Execution of 200/215mm in soft strata and 150 mm diameter in hard strata Borewell drilling by Rig Machine in any strata including wet drilling with transportation including loading and unloading charges etc. complete

GSDA GOM



2 Capacity testing by fleshing after finishing of Borewell work with 90 degree v notch

GSDA GOM



3 Providing new pipe PVC casing of 180mm diameter 6kg/cm2 for 150mm diameter Borewell as per standard

GSDA GOM



4 Lowering and Fitting new pipe PVC casing of 180mm diameter 6kg/cm2 for 150mm diameter Borewell as per standard

GSDA GOM



5 Providing and fitting Borecap for 180mm diameter casing pipe of 150mm diameter Borewell

GSDA GOM



6 Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC / CIPET (India) / DVGM / KIWA / SPGN etc.for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, loading, as specified and directed, unloading, stacking excluding GST levied by GOI & GOM inall respect, etc. complete as specified and directed.

MJP SOR-2019-20, Pg.

no. 161 SECTION -

(I)X M.D.P.E.

PIPES ItemNo:1





7 Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent ISCode complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II


no. 155SECTIO

N -(I)IX H.D.P.E.

PIPES ItemNo:2



8 Providing and making flanged connection for the 80mm diameter cast iron pipe line including painting rubber insertion, nuts and bolts etc. complete.

41.07 Bd.V.3 Page No. 550


SUB HEAD VIII :- (iv) RISING MAIN PIPE LINE

SPECIFICATIONS

Item No.






no. 153, SECTION -I

:(IX), ItemNo: 1

As directed



2 Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion


no. 155, SECTION -

As directed

by

Work shall be execuated as per standard specification



jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II

I(IX) ItemNo: 2

Engineer in charge

&as directed by Engineer-incharge

3 Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete.

As directed


Work shall be execuated as per standard specification &as directed by Engineer-

incharge

4 Providing double flange sluice valve confirming for TS- 14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in al I respect etc. complete.

MJP SOR-2019- 20

Section I : PIPE

APPURTENANCES

Item No:2(b)

page no.180

As directed

byEngineer in

charge


incharge

5 Lowering, laying and jointing in position following C.I.D.F Reflex valves, Butterfly valves and Sluice valves including cost ofall labourjointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for a\1 class of valves.)

MJP SOR-2019- 20

Section I - Item No:4, Page no.

183

As directed



incharge

6 Providing and supplying Kinetic Double Orifice type Air Valves confirming to TS 14845 as per MJP's standard specifications combined with screw down isolating valve, small orifice

MJP SOR-2019- 20 , Section I :

PIPE APPURTE

As directed

by


incharge



elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded scat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete.

NANCES, Item No:8 a,

Page No.186

Engineer in charge

7 Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).

MJP SOR-2019- 20 Section I

(XIII) Item No:10 (c) Page no.

187

As directed



incharge

8 Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M- 150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.)

MJP SOR-2019- 20

Section I : PIPE

APPURTENANCES

Item No:17, Page

No.161

As directed



incharge

9 Valve chamber with precast steel fibre reinforced concrete frame and covers (S.F.R.C. frame and covers) Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-in-charge.

MJP SOR-2019- 20 , SECTION

L- CHAMBER

S, MANHOLE

S DRAINAGE DROUPS

Item

As directed



incharge



No:3,Page no.295


MJP SOR-2019- 20 , Section E-

Item No:15,Page

no.54

As directed



incharge

11 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984)

MJP SOR-2019-20,

SECTION - I(XII) : PIPE

APPURTENANCES, Page No.

179

As directed

byEngineer in

charge


incharge


MJP SOR-2019-120 Pg. no. 85

SECTION -I :

ItemNo: 3

As directed



incharge

13 Lowering laying and jointing with SBR ruber gaskets C.T. S/S pipes of various classes with Cl I MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc.

MJP SOR-2019-20

Section I : C.I./D.I.

PIPES, Item No:2, Page

no. 84

As directed



incharge



complete. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820.

14 Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R, complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523. For all types of specials, bends tees etc.


no. 92, SECTION -I :ItemNo: 10

As directed



incharge

15 Supplying and erecting submersible pumpset of 3.75 KW/5 HP with 415 V, 50 c/s AC supply suitable for 150 mm dia. borewell suitable for 20 to 80 LPM discharge at 91 to 42 m head & (max.efficiency at 68 m head & 50 lpm) discharge & delivery Pipe of Size-50mm diameter with a necessary H type clamps as per specification no. WP-SMP

PWD ELECTRIC

AL SSR 2019-

202012.2.4,Page

No.210

WP-SMP Work shall be execuated as per standard specification &as directed by Engineer-

incharge

16 Supplying & erecting automatic control panel for 3 Ph, 415 volt,A.c. Submersible/centrifugal pump set upto 7.5 HP consisting of DOL starter having relay range 9-14 AMP,S.P.P., Combined ammeter / voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc.

PWD ELECTRIC

AL SSR 2019-

202012.4.17,Page

No.219

As directed



incharge

17 Supplying & erecting flat flexible 3 core 16 sq.mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with coloum pipe assembly complete.

PWD ELECTRIC

AL SSR 2019-

202012.4.13,Page

No.219

As directed



incharge



SUB HEAD-IX :- ELECTRICAL WORK

SPECIFICATIONS

Item No.

Description of Item CSR 2019-20 Item No.

Specification No.


Street Light Pole

1 Providing & erecting 9 m high (clear height) galvanised octagonal pole with foundation bolts having bottom of 155 mm A/F, top 70 mm A/F on provided foundation as per specification no. OHPL/OPL. Page No.150

8.3.16,Page No.150

OHPL/OPL

Work shall be executed as per PWD standard specification &as directed by Engineer-incharge

2 Providing and erecting galvanised 1000mm single arm sword type bracket with FRP dome and ball as per specification no. OHPL/PBKT,Page No.151

8.3.30,Page No.151

OHPL/PBKT


3 Providing and erecting galvanised 1000mm double arm sword type bracket ( One bracket at 9 Mtr for 120 Watt Fitting and other one bracket at 6 Mtr for 28 Watt Fitting) with FRP dome and ball as per specification no. OHPL/PBKT,Page No.151

8.3.31,Page No.151

OHPL/PBKT


4 Supplying, erecting & marking SPN MCB 6A to 32A, B- series (for lighting) in provided distribution board as per specification no. SWSWR/MCB.Page No.97

5.3.11,Page No.97

SWSWR/MCB


Street Light Fitting

5 Supplying and erecting LED street light fitting 100W, including lamp, with PF > 0.95 class IP 65 and above housing of pressure die cast aluminium alloy and heat sink extruded aluminium complete

2.5.8,Page No.36

FG-ODF/FL

S-2




per specification No FG-ODF/FLS-2.Page No.36

6 Supplying and erecting LED street light fitting 150 W, including lamp, with PF > 0.95 class IP 65 and above housing of pressure die cast aluminium alloy and heat sink extruded aluminium complete as per specification No FG-ODF/FLS-2.Page No.36

2.5.10,Page No.36

FG-ODF/FL

S-2


7 Supplying and erecting LED street light fitting 120 W, including lamp, with PF > 0.95, class IP 65 and above housing of pressure die cast aluminium alloy and heat sink extruded aluminium complete as per specification No FG-ODF/FLS-2.

2.5.9,Page No.36

FG-ODF/FL

S-2


8 Supplying and erecting LED street light fitting suitable above 26W to 36W lamp, including lamp, with PF > 0.95 class IP 65 and above housing of pressure die cast aluminium alloy and heat sink extruded aluminium complete as per specification No FGODF/FLS2.

2.5.3,Page No.35

FG-ODF/FL

S-2


9 Supplying and erecting mushroom shaped integral 12W-16W LED decorative bollard upto 680mm with IP65 protection on provided foundation complete.Page No.37

2.5.25,Page No.37

As directed



Eathing & Foundation

10 Supply, Installation, Testing and commissioning of maintenance free earthing comprising of Electrode of 17.2 mm diameter Low Carbon Steel with 250 micron molecular copper bonded earthing rod of Length 3m along with 25 kg Carbon based environment friendly back fill ground enhancing compound required to fill up the excavated earth with required quantity complete. Specification no. EA-MOBI Page No.161

9.1.5,Page No.161

EA-MOBI




11 Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia.G.l. Rod complete with all materials as per specification No. EA-EP.,Page No.161

9.1.4,Page No.161

EA-EP Work shall be executed as per PWD standard specification &as directed by Engineer-incharge

12 Supplying and erecting G.I. strip of required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joint required. as per specification No (EA-EP).,Page No.161

9.2.3,Page No.161


13 Supplying and erecting GI earth wire of high purity of different sizes used for earthing or any other purposes on wall with necessary G. I. Clamps fixed on wall/cable/ conduit with screws in an approved manner.

9.2.5,Page No.162

As directed



14 Making M- 20 grade reinforced cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq.m at 1.5 m depth including supply of steel, concrete, excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 9m & 10m high octagonal /conical GI pole). Page No.244

16.3.10,Page No.244

As directed



Cable

15 Supplying, erecting & terminating XPLE armoured cable 4 core 10 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no.CB-LT/AL.,Page No.128

7.1.28,Page No.128

CB-LT/AL


16 Supplying, erecting & terminating XLPE armoured cable 4 core 25 sq. mm. aluminium conductor with continuous 5.48 sq. mm.(12 SWG) G.I. earth wire complete erected with glands & lugs, on

7.1.30,Page No.128

CB-LT/AL




wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL.,Page No.128

17 Supplying, erecting & terminating XLPE armoured cable 4 core 6 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL.,Page No.127

7.1.27,Page No.128

CB-LT/AL


18 Supplying, erecting & terminating XLPE armoured cable 4 core 50 sq. mm. aluminium conductor with continuous 5.48 sq. mm.(12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL.,Page No.127

7.1.33,Page No.129

CB-LT/AL


19 Supplying, erecting & terminating XLPE armoured cable 4 core 70 sq. mm. aluminium conductor with continuous 8.35 sq. mm. (10 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no.CB-LT/AL

7.6.1,Page No.139

CB-LT/AL


20 Supplying & erecting mains with 2x1.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places as per specification No: WGMA/BW.,Page No.06

1.3.2,Page No.06

WGMA/BW


Enclosers

21 Supplying & erecting G.I. pipe ‘A’ class 25 mm dia. erected for enclosing PVC armoured cable on wall/pole as per specification No. CW-PLB/GP, para 4.2.1 & 4.2.2 (Chapter 17.5) Page No.139

7.6.1,Page No.139

CW-PLB/GP




22 Supplying and laying (including excavation of suitable width & depth up to 90 cm) 90 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete.,Page No.140

7.6.11,Page No.140

As directed



Street Light Control Panel

23 Supplying & erecting street light control panel in powder coated CRCA 14/16 SWG sheet, outdoor type, three phase, 415V consisted of suitable rating contactor, 24 hrs digital/ astronomical time switch with minimum 5 years battery backup, TPN MCB 63A auto/manual selector switch, ON/OFF push buttons, indicator lamps, control wiring, metering device, etc for automatic operation & overcurrent, short circuit, earth fault protection of street lights upto the max load of 12 kW on provided iron frame / CC foundation complete..Page No.95

5.2.19,Page No.95

As directed



Inspection Chamber

24 Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and C.I. lid cover of 75 kg with lid and frame fixed in cement concrete.

Civil SSR 19-20 Item No 42.11

Bd.V.43 Page

No.574


High Mast

25 Supplying and erecting 20 m (clear height) High Mast (Top-150mm,Bottom- 460mm) with lowering and raising motorized unit, Vertical lantern carriage assembly suitable for max. 12 nos. luminaries and its control gear box, lightning finial arrangement for

8.3.4,Page No.149

OH-PL/HM




fixing aviation light and foundation bolts on provided foundation as per specification no. OH-PL/HM (excluding luminaries)

26 Supplying and erecting Outdoor Stand Mounted Feeder Pillar for highmast of the same manufacturer with 63A TPN MCB incomer,single dial timer switch, 45A TP contactor for automatic switching of luminaries, 2 nos 9A contactors and raise/lower push button, and provision for termination of adequate size of incoming and outgoing cables erected in min. 14 SWG CRCA sheet box powder coated with supporting angles, self-lock, gasket and slanting top erected with CC foundation complete.,Page No.151

8.3.33,Page No.151

As directed



27 Making M- 20 cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq. m at 2 m depth including excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 20 m raising lowering high mast) .

16.3.14,Page No.245

As directed



28 Supplying and erecting LED Flood light fitting of 200W,including lamp,with PF > 0.95,class IP 65 and above Housing of pressure die cast aluminium alloy and heat sink extruded aluminium complete per specification No FG-ODF/FLS-2 Page No.37

2.5.18,Page No.38

FG-ODF/FL

S-2


29 Supplying, erecting & terminating XLPE armoured cable 4 core 95 sq. mm. aluminium conductor with continuous 8.35 sq. mm. (10 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided

7.1.34,Page No.129

CB-LT/AL




trench/ pipe as per specification no. CB-LT/AL

Metering Connection

30 Supplying, erecting & terminating XLPE armoured cable 3½ core120 sq. mm. aluminium conductor with continuous 12.97 sq.mm. (8 SWG) G.I. earth wire complete erected with glands & lugs,on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/ALL Page No.127

7.1.20,Page No.127

CB-LT/ALL


31 Supplying and erecting Three phase smart energy meter DLMS compliance with 3x240V 50 cycles AC supply 10-60 A, ISI mark, accuracy class 1.0 with backlit LCD display, measuring & display V, I, kW, kWh, PF, kVA, kVAr, MD, day, week, month & with communication module configurable for GSM/Wi-Fi, IrDA/Bluetooth, complete provided panel with calibration certificate from manufacturer & duly wired with required size of PVC wires.

6.3.17,Page No.118

As directed



32 Supplying & laying (including excavation) 25 cm Dia half round RCC Hume pipe of standard thickness at required depth up to 90 cms. below road / ground surface, for enclosing provided cable & necessary back filling with light ramming to make the road/ground surface as it was (Except bitumen carpet).

7.6.8,Page No.140

As directed



33 Making trench of suitable width and depth in hard murum / tar road for laying provided LT cable up to and including 16 sq. mm complete as per specification no. CW-EXN-CTR.

16.1.2,Page No.243

CW-EXN-CTR.


34 Making trench of suitable width and depth in hard murum / tar road for laying provided LT cable of 16 sq. mm & above and covered with half round hume pipe

16.1.3,Page No.243

CW-EXN-CTR

Work shall be executed as per PWD standard



complete as per specification no. CW-EXN-CTR

specification &as directed by Engineer-incharge

35 Supplying and erecting mini feeder pillar triple pole with 200A FPMCCB as incomer and 2 outgoing circuits with HRC fuse base and cartridge of 100A consists of aluminium bus bar 500 V 200 A complete erected in 14 gauge CRCA sheet box with supporting angles, self-locks, gasket and slanting top to be erected on provided foundation as per specification no. SW-SWR/MFP

5.2.14,Page No.95

SW-SWR/MF

P


Borewell At 3 Places

36 Supplying and erecting submersible pumpset of 3.75 KW/5 HP with 415 V, 50 c/s AC supply suitable for 150 mm dia. borewell suitable for 20 to 80 LPM discharge at 91 to 42 m head & (max.efficiency at 68 m head & 50 lpm) discharge & delivery Pipe of Size-50mm diameter with a necessary H type clamps as per specification no. WP-SMP

12.2.4,Page No.210

WP-SMP Work shall be executed as per PWD standard specification &as directed by Engineer-incharge

37 Supplying and erecting submersible pump set suitable for erection on open well of 5.625 KW/7.5 HP with 415 V 50 c/s.A.C. supply,having delivery head from 36 to 18 m and discharge from 400 to 1000Itrs. per minute (Max efficiency at 29 m head & 680 Itr discharge) & pipe of Suction 75 mm/Delivery 65 mmdiameter erected with necessary H type clamps as per specification no. WP-OSP

12.3.4,Page No.218

WP-OSP Work shall be executed as per PWD standard specification &as directed by Engineer-incharge

38 Supplying & erecting automatic control panel for 3 Ph, 415 volt,A.c. Submersible/centrifugal pump set upto 7.5 HP consisting of DOL starter having relay range 9-14 AMP,S.P.P., Combined ammeter / voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer

12.4.17,Page No.219

As directed





single phasing, phase reversal, phase imbalance etc.

39 Supplying & erecting flat flexible 3 core 16 sq.mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with coloum pipe assembly complete.

12.4.13,Page No.219

As directed



Toilet At 2 Places

40 Supplying & erecting HMS P.V.C. conduit 25 mm. dia. With necessary accessories in wall/floor with chiselling appropriately as per specification No: WG-MA/CC.,Page No.4

1.1.9,Page No.4

WG-MA/CC


41 Supplying & erecting H.M.S. P.V.C. conduit 20 mm. dia. With necessary accessories in wall/floor with chiselling appropriately as per specification No: WG-MA/CC.,Page No.4

1.1.7,Page No.4

WG-MA/CC


42 Supplying and erecting UPVC reinforced flexible conduit 25 mm in dia. conforming to I.S. and approved make with required number of couplings, PVC bushes, check nuts etc. complete.,Page No.5

1.2.2,Page No.5

WG-MA/PC


43 Supplying & erecting mains with 2x1.5 sq.mm. and earth wire1.5 sq.mm FRLSH PVC copper wire, in HMS PVC conduit min. 20mm dia as per specification No: WG-MA/PC.,Page No.11

1.6.2,Page No.11

WG-MA/PC


44 Supplying & erecting mains with 2x2.5 sq.mm. and earth wire 1.5 sq.mm FRLSH PVC copper wire in HMS PVC conduit min. 20mm dia. as per specification No: WG-MA/PC.,Page No.11

1.6.4,Page No.11

WG-MA/PC


45 Supplying & erecting mains with 2x4 sq.mm. and earth wire 2.5 sq.mm FRLSH PVC copper wire in HMS PVC conduit min. 20mm dia, as per

1.6.6,Page No.11

WG-MA/PC

Work shall be executed as per PWD standard



specification No: WG-MA/PC.,Page No.11

specification &as directed by Engineer-incharge

46 Supplying & erecting mains with 2x6 sq.mm. and earth wire 4 sq.mm FRLSH PVC copper wire, in HMS PVC conduit min.20mm dia, as per specification No: WG-MA/PC.,Page No.11

1.6.8,Page No.11

WG-MA/PC


47 Point wiring for light/fan/bell concealed type in min 20 mm ISI marked HMS PVC conduit with 1.5 sq.mm. (2+1E) FR grade copper wires, modular type switch, earthing and required accessories as per specification No: WG-PW/CW.,Page No.17

1.9.9,Page No.17

WG-PW/CW


48 Point wiring for independent plug, concealed type in min 20 mm ISI marked HMS PVC conduit with 1.5 sq.mm (2+1E) FR grade copper wires, modular type switch and socket,earthing and required accessories as per specification No WGPW/SW.,Page No.18

1.9.11,Page No.18

WGPW/SW


49 Supplying and erecting ISI mark modular type switch 6A/10A duly erected on provided plate and box with wiring connections complete. Page No.14

1.8.1,Page No.14

As directed



50 Supplying and erecting ISI mark modular type switch 16A duly erected on provided plate and box with wiring connections complete.Page No.14

1.8.2,Page No.14

As directed



51 Supplying and erecting ISI mark modular type 3 pin 6/16A multi socket with safety shutter, duly erected on provided plate and box with wiring connections complete.Page No.14

1.8.11,Page No.14

As directed





52 Supplying & erecting ready to use Retrofit T8 LED 18 / 20 tube light with polycarbonate body, heat sink, integrated HF electronic driver complete & compatible to T8 / T12 LED luminaire by disconnecting starter & ballast if necessary.Page No.42

2.10.14,Page No.42

As directed



53 Supplying & erecting 10-12W, 230V integral type LED Lamp suitable for B-22/E-27 base.Page No.42

2.10.11,Page No.42

As directed



54 Supplying and erecting exhaust fan heavy duty 230 V A.C. 50 cycles 375/380 mm. 1400 RPM complete erected in position as per specification no. FG-FN/EXFPage No.44

2.12.17,Page No.44

FG-FN/EXF


55 Providing recess in brick wall suitable for erection of exhaust fan up to 450mm.sweep complete with grouting of nut, bolts,plastering and colour washing to match the colour of the wall for the wall thickness of 375 mm.Page No.44

2.13.12,Page No.44

As directed



56 Supplying & erecting triple pole and neutral distribution board (TPNDB) with door surface/ flush mounted suitable for 3 Pole MCCB as Incommer & outgoing SP MCB (36 Poles) or TP MCB of 12 ways (36 Poles)on iron/ G.I. frame. (Vertical Busbar type)as per specification No.SW SWR/MCBDB1 Page No.100

5.4.27,Page No.100

SW SWR/MCBDB1


57 Providing, erecting and commissioning 2 pole RCCB only of electromagnetic type with 30/100/300 mA sensitivity and having capacity of 63A complete as per specification no. SWRCCB/RCCB Page No.101

5.6.3,Page No.101

SW RCCB/R

CCB




58 Providing, erecting and commissioning 2 pole RCCB only of electromagnetic type with 30/100/300 mA sensitivity and having capacity of 40A complete as per specification no. SWRCCB/RCCB Page No.101

5.6.2,Page No.101

SW RCCB/R

CCB


59 Providing,erecting & commissioning RCCB only of electro magnetic type with 30/100/300 mA sensitivity and having capacity of 16/25A.2 pole complete as per specification No. SW RCCB/RCCB Page No.101

5.6.1,Page No.101

SW RCCB/R

CCB


60 Supplying, erecting & marking SPMCB 6A to 32A, B- series (for lighting) in provided distribution board as per specification No. SW-SWR/MCB Page No.96

5.3.3,Page No.96

SW-SWR/M

CB


61 Supplying, erecting & marking FPMCB 6A to 32A in provided distribution board as per specification No. SW-SWR/MCB Page No.97

5.3.16,Page No.97

SW-SWR/M

CB


62 Supplying, erecting & marking FPMCB 40A to 63A in provided distribution board as per specification No. SW-SWR/MCB Page No.97

5.3.17,Page No.97

SW-SWR/M

CB


63 Providing earthing with Galvanized cast iron earth plate size 60 x 60 x 0.6 cm complete with all materials,testing & recording the results as per specification No. EA-EP Page No.161

9.1.1,Page No.161


64 Supplying and erecting aluminium strip of required sizes used for earthing on wall and/or any other purpose with necessary aluminium clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification No EA-EP. Page No.161

9.2.1,Page No.161




LIST OF APPROVED MAKES OR BRANDS

Unless other as mentioned any one of the approved makes or brands shall be allowed to be used. Other

specified ISI mark may be allowed to be used if approved by the Architect / Consultants.

The contractors shall distinctly understand that it will not be their prerogative to insist on a particular

brand from the list. Final selection will be done with the approval of the clients, Architects and PMC and

they shall select the brand from the given list or any other equivalent brand as per the prevailing market

condition.

Sr No MATERIAL MAKE

1 Sanitary ware Johnson/Parry ware / Hindware / Cera

2 Seat covers (Heavy Duty) Johnson/Parry ware / Hindware / Cera

3 C.P fittings & Bathroom accessories

Johnson/Jaquar / Parry ware / Hindware

4 Stainless Steel Sink Johnson/Nirali / Franke / Parry ware / Cera

5 C.P. Grating GMGR / Chilly / Viking

6 Cast Brass Clean Out Plugs GMGR/Neer/ Viking

7 G.I. Pipes / M.S. Pipe Tata / Jindal / Zenith

8 G.I. fittings (malleable cast iron) Unik / R Brand / Zoloto M / Unco

9 Ball Valve RB / Intervalve / Zoloto / VB

10 GM Peet Valve RB / Intervalve / Zoloto / VB

11 GM Wheel Valve RB / Intervalve / Zoloto / VB

12 Pressure Reducing Valves Hawa / Kirloskar / Sant / VB

13 Butterfly valves RB / Intervalve / Zoloto / VB

14 G.M. Non return valve RB / Intervalve / Zoloto / VB

15 C.I. Non return valve RB / Intervalve / Zoloto / VB

16 Strainer RB / Intervalve / Zoloto / VB

17 Solenoid Valve Rotex / Asco / Switzer / Intervalve

18 Stoneware pipes/Gully traps Rajora / Equivalent

19 U/fittings Supreme / Finolex / Prince

20 C and Fittings Astral, Ajay, Ashirwad flow guard pipes

21 Copper Pipes Rajco, Maxflow

22 Pressure Guage H. Guru / Forbes Marshall / Waaree 23 RCC

23 Electronic Flow Meter Rockwin / Aquamate



24 Water Level Controller Technica / Waaree

25 Water Level Indicator Technica / Waaree

26 Grating K.K.Manhole Jain spun pipe / Pragati

27 Water Meter Kay Cee / Kent / Desmesh

28 R.C.C Pipe Jain Spun Pipe / Pragati /Daya Spun Pipe

29 Pipe Supports Hangers Intello Tech / GMGR / Chilly

30 Insulation Thermaflex / Armaflex / Kiflex

31 Anti Corrosive Bitumastic Paint Asian/Burger/Pidilite

32 Epoxy Paint Asian/Burger/Pidilite

33 Motoerised Sliding Gate Gandhi Automation/Equivalant

34 HDPE Pipes Jain / Finolex / Netafim/ Kisan

35 DI pipes Ambika / Suprme /Jindal

36 CI Valves Steelstrong / Amco / Amtech



SPECIAL CONDITIONS OF CONTRACT

a) The following Special Conditions of Contract shall supplement the General Conditions of

Contract. Whenever there is a conflict, the provisions herein shall prevail over those in the

General Conditions of Contract.

b) The work shall be carried out strictly in accordance with the specification for electrical

works. All installations shall comply with the requirement of Indian electricity rules, 1956

as amended up to date. In case of items not covered by the above specification, the work

shall be carried out as per the instruction of the Engineer-in-charge.

c) The contactor shall also supply insulation and earth test reports, and other part (i.e. pole,

cable test report)

d) The conduit layout/wiring layout/location of point/location of earth sets etc. shall be marked

at site first and got approved from the Engineer-in-charge before commencement of work.

e) Approval of Engineer-in-charges shall be taken in advance for all materials to be used in this

work by the contactor.

f) In places where electrical conduits are required to pass through wall/ RCC/ Column/ Beam

or crimped sections etc. the conduit shall be laid in consultation with the Engineer-in-charge.

g) Design of all main and sub main boards with MCBs etc. shall be got approved by the

Engineer-in charges prior to the fabrication by submitting detailed dimensional sketch. All

terminal connection in Min/ Sub distribution boards shall be carried with the terminal lugs

without claiming extra cost. The main boards shall be of CPRI approved factory built.

h) All the debris due to electrical works shall be cleared and shall be kept clean by the contractor

at all the times.

i) The contractor shall make his own arrangement at his own cost for all general and special

T&P requirement for the work.

j) Color code for the wiring shall be followed strictly as per Specifications.

k) Handing over to PCNTDA or behalf of PCNTDA the total responsibility is in the scope of

contractor. The handing over is directed by engineer in charge.

l) At the time of handing over the contractor shall be submitted as built drawing in hard copy

as well as soft copy.



LIST OF PREFERRED MAKES

Unless other as mentioned any one of the approved makes shall be allowed to be used. Other specified

ISI mark may be allowed to be used if approved by the Authority/ Consultants.

The contractors shall distinctly understand that it will not be their prerogative to insist on a particular

brand from the list. Final selection will be done with the approval of the Authority/ Consultants

Sr. No.

Material Preferred Makes

1 G.I. pipe (type) TATA/Zenith/Jindal

2 UPVC/CPVC Pipes Finolex /Supreme/Prince

3 Aluminum composite panel Aluplex India Pvt Lmt. /AludecoR/ Viva composite panel Pvt

Ltd./Eurobond

4 L T Panel Incorporating L&T / Siemens / Crompton / Schneider

(All Vendors Shall Be CPRI / ERDA Approved)

5 PVC pipes and accessories Precision Plastic Industries Pvt Ltd / Astral pipes / Modi /

Polycab 6 Copper multi-strand wires Polycab Wires / Finolex / L&T

7

Switches / Sockets / Telephone Socket, etc. (modular)

Anchor (Wood) / Legrand (Mosaic) / Philips

8 MCB / ELCB / RCCB/isolators MCCB /distribution boards

Legrand / L & T / Siemens /Crompton

9 Fuse Switch Unit Schneider / Siemens / L & T / Crompton

10 Outdoor Boxes Clipsal / Henzel / Hunter / Sintex / National

11 HRC Fuses Schneider / L & T / Siemens / ABB /

12 UG Cables Polycab India Ltd / Havells India Ltd / Finolex Cable Ltd / KEI

Industries Ltd

13 Cable Glands Dowels / Bracco / Siemens / ABB

14 Cable Jointing Raychem / CCI – Xycon / Cabseal / M Seal

15 Ceiling fans Crompton / Orient / Usha /Khaitan

16 Exhaust / Pedestal Fan Crompton / Orient / Usha / Khaitan

17 Capacitor Siemens /Crompton / L & T /ABB /Philips/Panasonic

18 APFC Relay L & T / GEC / Emerson / Alstom / ABB

19 Contactor / Timer / Starter L & T / Schneider / Siemens /Crompton Greaves

20 Trivector Meter / Energy Meter

Philips / Siemens / Schneider / L & T/MSEDCL approved

21 Ammeter / Voltmeter / Power factor meter / Frequency meter

Philips/ ABB / Siemens/Panasonic

22 Lightning Pro. System Philips/Synergy / Aegis Power Solution / Stormaster (LPI)



23 GI Octagonal Poles Transrail/ValMount

24 Rotary Switch / Selector Switch

Siemens / L & T /Crompton Greaves

29 Street light LED Fitting Panasonic/Philips /Wipro

30 Changeover Switch L&T/Crompton/ABB/Philips

31 Automatic Voltage Corrector

Jindal / GES/Siemens/ABB

32 Bollard Light Aster / KL Industries /Panasonic

33 Annunciator ABB/Areva / Minilec / Alan

34 Terminal Blocks Connect well/ Elmex / Technoplast /VCON India

35 High mast Transrail/Valmont

36 Ceiling LED Light Panasonic/Philips /Wipro

37 Submersible Pump Motor Set

Kirloskar/KSB/Kishor/Flowmore

38 Motor Protection Relays Universal/Thresold/ L&T/ Siemens/ Scheineder

QUALITY ASSURANCE PLAN

Quality Assurance Plan for Road Works

MATERIAL – TABLE NO. 1

Item Tests to be

Performed

Method of Test

Reference Document

Permissible Limit Frequency Agency Remarks

CONTRACTOR

PMC PCNTDA

AGGREGATE :

COURSE AGGREGATE:

Gradation requirement are stated in individual items

1) Los Angles abrasion value

Lab test

Lab test

IS:2386(part 4)-1963

IS:2386(part 4) – 1963

1) Concrete = 35%

2) AC 40%

3) DBM 40%

4) LBM / BM 40%

5) WMM 40%

6) WBM 40%

7) GSB = 40%

1) Concrete = 30%

2) AC 30%

1 per source per work

1 per 50 Cum.

1 per 100 Cum.

1 per 150 Cum.

1 per 200 Cum.

1 per 200 Cum.

1 per 200 Cum.


1 per 50 Cum.

-

-

-

-

-

-

-

-

-

R

R

R

R

R

R

R

R

R

A

A

A

A

A

A

A

A

A

Aggregate source approval before commencement of work shall be carried out as directed by PCNTDA engineer incharge



2) Impact value

3) Deletrious constituents

Lab test

IS:2386(part 2)-1963

3) DBM 30%

4) LBM / BM 30%

5) WMM 30%

6) WBM 30%

7) GSB = 30%

1) Concrete=0.50%

of SO 3

2) AC - Nil

3) DBM - Nil

4) LBM / BM - Nil

5) WMM - Nil

6) WBM - Nil

7) GSB - Nil

1 per 150 Cum.

1 per 200 Cum.

1 per 250 Cum.

1 per 250 Cum.

1 per 250 Cum.


Nil

Nil

Nil

Nil

Nil

Nil

Nil

-

-

-

-

-

-

R

R

R

R

R

R

A

A

A

A

A

A

R-Review, W-Witness, A – Acceptance





Item Tests to be Performed

Method of Test

Reference Document

Permissible Limit

Frequency Agency Remarks

CON PMC PCNTDA

COURSE AGGREGATE


4) Chloride content in aggregate.

5) Soundness in sodium sulphate.

Lab test

Lab test

BIS:812(PART 17)

IS:2386(part 5) – 196

1) Concrete = 0.065%

2) AC - Nil

3) DBM - Nil

4) LBM / BM - Nil

5) WMM - Nil

6) WBM - Nil

7) GSB = - Nil

1) Concrete = 12%

2) AC 12%

3) DBM 12%


Nil

Nil

Nil

Nil

Nil

Nil

Nil.




-

-

-

-

-

-

R

R

R

R

R

R

A

A

A

A

A

A



6) Water

7) Alkaline

Lab test

Lab test

IS:2386(part 3)-196

IS:2386(part 7)-

4) LBM / BM 12%

5) WMM 12%

6) WBM 12%

7) GSB = 12%

1) Concrete=2%

2) AC – 1%

3) DBM – 2%

4) LBM / BM – 2%

5) WMM – 2%

6) WBM – 2%

7) GSB - 2%

1) Concrete = Non

2) AC – Nil





As directed by

1 per 50 Cum.

1 per 75 Cum.

1 per 100 Cum.

1 per 200 Cum.

1 per 200 Cum.

1 per 200 Cum.


Nil

-

-

-

-

-

-

-

-

-

-

R

R

R

R

R

R

R

R

R

A

A

A

A

A

A

A

A

A



3) DBM – Nil

4) LBM / BM – Nil

5) WMM – Nil

6) WBM – Nil

7) GSB - Nil

Nil

Nil

Nil

Nil

Nil

Nil






Method of Test

Reference Document


CON PMC PCNTDA

COURSE AGGREGATE


8) Flakiness &Elongation Index (Total)

9) Coating &stripping

Lab test

Lab test

IS:2386(part 1) - 196

IS:8241 – 1971

1) Concrete = 30%

2) AC – 30%

3) DBM - 30%

4) LBM / BM - 30%

5) WMM - 30%

6) WBM - 30%

7) GSB = - 30%

1) Concrete = Nil

2) AC Min 95%retained

3) DBM-Min 95%retained

4) LBM / Min 95%retained

1 per 100 Cum.

1 per 50 Cum.

1 per 75 Cum.

1 per 100 Cum.

1 per 200 Cum.

1 per 200 Cum.

1 per 200 Cum.

Nil

1 per 50 Cum.

1 per 50 Cum.

1 per 50 Cum.

-

-

-

-

-

-

-

-

-

-

-

R

R

R

R

R

R

R

R

R

R

R

A

A

A

A

A

A

A

A

A

A

A



10) Stone Polish valuer

Lab test

BIS:812(part 114)

5) WMM -Nil

6) WBM - Nil

7) GSB = - Nil

1) Concrete=Nil

2) AC – 55%

3) DBM – 55%

4) LBM / BM – 55%

5) WMM – Nil

6) WBM – Nil

7) GSB - Nil

Nil

Nil

Nil

Nil




Nil

Nil

Nil

-

-

-

R

R

R

R

A

A

A

A







Method of Test

Reference Document


CON PMC PCNTDA

FINE AGGREGATE/SAND


1) Los Angles abrasion value

2) Fineness Modulus

Lab test

Field/Lab test

IS:2386(part 4) - 196

As per clause No.A 6 of Red Book

1) Concrete = 35%

2) AC – 40%

3) DBM - 40%

4) LBM / BM - 40%

5) WMM - 40%

6) WBM - 40%

7) GSB = - 40%

1) Concrete = 2.6 to

2) AC - Nil

3) DBM - Nil

4) LBM / BM -Nil

5) WMM -Nil


1 per 50 Cum.

1 per 100 Cum.

1 per 150 Cum.

1 per 200 Cum.

1 per 200 Cum.

1 per 200 Cum.

As directed by

Nil

Nil

Nil

Nil

-

-

-

-

-

-

-

P

R

R

R

R

R

R

R

R/W

A

A

A

A

A

A

A

A



3) Soundness in sodium

Lab test

IS:2386(part 4) - 196

6) WBM - Nil

7) GSB = - Nil

1) Concrete=10%

2) AC – 12%

3) DBM –12%

4) LBM/BM – 12%

5) WMM – 12%

6) WBM – 12%

7) GSB - 12%

Nil

Nil








-

-

-

-

-

-

-

R

R

R

R

R

R

R

A

A

A

A

A

A

A




Quality Assurance Plan for Road Construction Works For PCNTDA, Nigdi, Pune-44.



Method of Test

Reference Document


CON PMC PCNTDA PCNTDA

4) Deletrious constituents

5) material passing

Lab test

Field/Lab

IS:2386(part 2) - 196

IS:2386(part 1)-196

1) Concrete =

coal &lignite =1%

clay/lumps = 1%

soft fragment = 3%

shell = 1%

Total of all =Max 5%

2) AC – Nil

3) DBM - Nil

4) LBM / BM - Nil

5) WMM - Nil

6) WBM - Nil

7) GSB = - Nil

1) Concrete = Max 3% for sand &15% for crushed sand


Nil

Nil

Nil

Nil

Nil

Nil

Nil

As directed by

-

P

R

R/W

A

A



through 75 Micron

6) Water

Field/Lab

IS:2386(part 3) - 196

2) AC - Nil

3) DBM - Nil

4) LBM / BM -Nil

5) WMM -Nil

6) WBM - Nil

7) GSB = - Nil

1) Concrete=2%

2) AC – 1%

3) DBM –2%

4) LBM/BM – 2%

5) WMM – 2%

6) WBM – 2%

7) GSB - 2%

Nil

Nil

Nil

Nil

Nil

Nil

As directed by

1 per 50 Cum

1 per 75 Cum

1 per 100 Cum

1 per 200 Cum

1 per 200 Cum

1 per 200 Cum

P

P

P

P

P

P

R/W

R/W

R/W

R/W

R/W

R/W

A

A

A

A

A

A



7) Surface

8) Chloride content in aggregate

9) Sulphate content (for concrete only)

10) Alkaline

Field/Lab

Lab test

Lab test

Lab test

IS:2386(part 3)-196

BIS:812(part 17)

IS:2386(part 18)

IS:2386(part 7)-196

1) Concrete = is to be

1) Concrete = 0.06%

2) AC - Nil

3) DBM - Nil

4) LBM / BM - Nil

5) WMM - Nil

6) WBM - Nil

7) GSB = - Nil

1) Concrete = 25%ma

1) Concrete = Non-reactive

2) AC - Nil

3) DBM - Nil

4) LBM / BM - Nil

On regular basis


Nil

Nil

Nil

Nil

Nil

Nil


As directed by

Nil

Nil

Nil

-

-

-

-

R/W

R

R

R

A

A

A

A



11) Sand equivalent

Lab test

IS:2720(part 5)-196

5) WMM - Nil

6) WBM - Nil

7) GSB = - Nil

1) Concrete = Nil

2) AC –Min 50

3) DBM–Min 50

4) LBM / BM – Nil

5) WMM – Nil

6) WBM – Nil

7) GSB = - Nil

Nil

Nil

Nil






-

-

-

-

-

-

R

R

A

A

12) Plasticity Index

13) Liquid limit

Lab test

Lab test

IS:2720(part 37)-19

IS:2386(part 5)-196

Concrete = Nil

2) AC - 6

3) DBM - 6

4) LBM / BM - 6

5) WMM - 6

6) WBM - 6

7) GSB = - 6

1) Concrete = Nil

Nil

1 per 2000 Cum

1 per 2000 Cum

1 per 2000 Cum

1 per 200 Cum

1 per 200 Cum

1 per 200 Cum

Nil

R

R

R

R

R

R

A

A

A

A

A

A



14) Liquid limit (for aggregate passing through 425 micron sieve)

Lab test

IS:2386(part 5)

2) AC - Nil

3) DBM - Nil

4) LBM / BM - Nil

5) WMM - Nil

6) WBM – below 20%

7) GSB = - Nil

1) Concrete = Nil

2) AC – Nil

3) DBM– Nil

4) LBM / BM – Nil

5) WMM – below 20%

6) WBM – below 20%

7) GSB = - below 20%

Nil

Nil

Nil

Nil

1 test per 25 Cum of b

Nil

Nil

Nil

Nil

Nil

1 per 200 Cum.

1 per 200 Cum.

1 per 200 Cum.

R

R

R

R

A

A

A

A







Method of Test

Reference Document


CON PMC PCNTDA

BITUMIN

For AC, DBM, BM, LBM items Grade of bitumen is 60/70

1) Specific Gravity at 27C

2) Water percent by mass

3)Flash point develandopen cup

Lab test

Lab test

Lab test

IS:73:1992 IS:8887 &IS:1202:1978

IS:73:1992

Is 8887 &

IS:1211

IS:73:1992

IS:8887 &

IS:1448(P.69)

Min 0.99

Max. 0.20

Min. 175c

1 test per day when work in progress



-

-

-

R

R

R

A

A

A

Per day one composite sample shall be made from the available bitumen at the plant storage tanks, when work is in



4) Softening point

5)Penetration at 25c,100gm, 5.0 sec, 1/10mm

6)Penetration ratio

7)Ductility at 27C

Lab test

Lab test

Lab test

Lab test

IS:73:1992

IS:8887 &

IS:1205

IS:73:1992

IS:8887 &

IS:1203

IS:73:1992

IS:8887

IS:73:1992

IS:8887 &

IS:1208

45c to 55c

60 to 70

Min 35

Min 7.50cm





-

-

-

-

R

R

R

R

A

A

A

A



Quality Assurance Plan For Road Works



Method of Test

Reference Document


CON PMC PCNTDA

8) Paraffin wax content percent by mass

9) Frass breaking point

10) Loss of heating thin film oven test

11) Retained penetration after thin film oven test

Lab test

Lab test

Lab test

Lab test

IS:73:1992

IS:8887 &

IS: 10512

IS:73:1992

Is 8887 &

IS:9381

IS:73:1992

IS:8887 &

IS:1212

IS:73:1992

IS:8887 &

IS:9382

Min 4.50%

Max. -6.00 C

Max 1% by mass

45c to 52%





-

-

-

-

R

R

R

R

A

A

A

A



25C,100g,5sec 1/10mm

12) Matter soluable in trichoroetylene

13)Viscosity at

60 C

135 C

Lab test

Lab test

Lab test

IS:73:1992

IS:8887 &

IS:1216

IS:73:1992

IS:8887 &

IS:1206(PART 2)

IS:73:1992

IS:8887 &

IS:1206(PART 2)

Min 99% by mass

1500 to 2500 poises

Min 300 cst




-

-

-

R

R

R

A

A

A







Method of Test

Reference Document


CON PMC PCNTDA

1) Finess of Grading

Compressive strength (cement + sand)

a) Three days

Lab test

Lab test

For 43 Gr-IS:8112-1989

For 53 Gr-IS 12269-1987

IS:8112/1978-1987

IS 2386(part 4)-1963

For 43 Gr-IS:8112-1989

For 53 Gr-IS 12269-1987

IS:8112/1978-1987

IS 2386(part 4)-1963

Min 10%

23 N/sq.mm

One per source of supply &for load stored properly &stored as directed by Engineer in charge.


-

-

R

R

A

A



b) Seven days

Lab test

For 43 Gr-IS:8112-1989

For 53 Gr-IS 12269-1987

IS:8112/1978-1987

IS 2386(part 4)-1963

33 N/sq.mm


-

R

A







Method of Test

Reference Document


CON PMC PCNTDA

Setting time a) Initial

Final

Lab test

Lab test

For 43 Gr-IS:8112-1989

For 53 Gr-IS 12269-1987

IS:8112/1978-1987

IS 2386(part 4)-1963

For 43 Gr-IS:8112-1989

For 53 Gr-IS 12269-1987

IS:8112/1978-1987

Min 10 mint.

Max. 10 hours



-

-

R

R

A

A



4) Soundness

Lab test

IS 2386(part 4)-1963

For 43 Gr-IS:8112-1989

For 53 Gr-IS 12269-1987

IS:8112/1978-1987

IS 2386(part 4)-1963

Max. 10 mm.


-

R

A







Method of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

MURUM

1) Soil Classification

2) Free swell Index.

3)Liquid limit

4)Plasticity Index

5) Visual Inspection

Lab test

Lab test

Lab test

Lab test

Visual

IS:1498-1970

IS 2720

Part 40 – 1986

IS 2720

Part 5 - 1985

IS 2720

Part 5 - 1985

--

Other than OL., OI, OH or Pt soils.

Less than 50%

Not more than 70%

Not more than 45%

Murum should not contain swamps, marshes, bogs, vegetation debris,

One test per source

One test per source

One test per source

One test per source

During visit of source approval

-

-

-

-

-

R

R

R

R

W

A

A

A

A

A

Murum source approval before commencement of work shall be carried out as directed by PCNTDA engineer incharge.



6) Moisture content

7) Maximum Particle size

Lab test

Field test

IS:2720

Part 2-1973

IS:2720

Part 4 - 1985

frozen, combustible and saity materials.

Should not more than OMC+1%

Should not more than 75mm.

One test per source

Frequency

-

P

R

W

Random check







Method of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

8) CBR Value

9) Soluble

10) Total sulphate

Lab test

Lab test

Lab test

IS 2720

Part 16

BS : 1377 Part

BS : 1377

Should not less than 7%

Max. 1.9 gm. Per litre

Max 0.5% by mass

One test per source

As directed by

As directed by

-

-

-

R

R

R

A

A

A







Method of Test

Reference Document


CON PMC PCNTDA

WATER

PH Value

Alkalinity limit by litration

Acidity limit by litration

Lab /Field test

Lab test

Lab test

IS 3025 - 1964

IS 3025 - 1964

Min 6

Max 10 ml

H2 SO4

To neutralize

200 ml water

Max 2 ml

NaOH

To neutralize

200 ml water

One test per source

One test per source

One test per source

P

-

-

R/W

R

R

A

A

A



4) Solids in water

ab test

IS 3025 - 1964

Max limits per litre

1)Organic – 200 mg

2) In-Organic – 300 mg

3) Sulphate – 500 mg

4) Chloride – 500 mg

5) Suspended matter – 200 mg

One test per source

-

R

A







Method of Test

Reference Document


CON PMC PCNTDA

Reinforcement

Tensile strength

(2% of proof stress)

Percentage of elongation

3) Bend Rebend Test

Lab test

Lab test

Lab test

IS 1766 1985

IS 1766 1985

IS 1766 1985

Min 415 N/sq mm

Min 14.6%

Physical observation of crack

One test for each batch



-

-

-

R

R

R

A

A

A





ACTIVITY: Embankment

Sr.No.


Method of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

1)

a)Earthwork in Excavation by Mechanical Mean.

Classification of strata by engineer in Charge

MORTH Cl-301 to 305

As required P - A

CBR at final cutting level to be ascentained &if found below 3% requirement of soil stabilization should be ascentained by C.E./A.S.E.

b) Excavation in soft rock

Classification of strata by engineer in Charge.

MORTH Cl-301 to 305

As required P - A

c) Excavation in Hard Rock

Classification of strata by engineer in Charge

MORTH Cl-301 to 305

As required P - A

Note – For Item no.2.1, 2.2(a), 2.2(b) : CBR of strata @ finalculting level as per approved L/S&C/S is to be ascertained before starting of next activity Frequency of test is one No per 300 Sqm per lane and staggered as directed by Engineer in charge. Rolling of this layer with small qty. of water sprinkled is essential before carrying out such CBR tests as per MORTH clause Np.301. tolerance for finished cut level (used as surface)used as subgrade is as per table – 900-1 of MORTH specifications i.e. +20mm &-25mm.



S.G.S. should certify the excavated material to be used in embankment with tests such as Dry &Bulk Density/Moisture content ; Liquid Limit/Plasticity Index, Density &Deterious content test (i.s. 2770 (Part 27) as per clause No.900 -3. The Disposable material should be segregated from approved material for embankment as above &is to be disposed as per item no.2.7 &2.8 of Schedule ‘B’ of this tender.

2) Conveying the approved material for embankment from road cutting

Soil Classification

Lab test I.S.2720 –1995

(Approx 70% sand and 30% clay/stilt)

One Test for 8000 Cu.M.

- R A

Liquid Limit Lab test I.S.2720-1995(Part 4)

Max 20% One Test for 8000 Cu.M.

- R A

Plasticity Index

Lab test I.S. 2720 – 1995(Part 5)

Max. 6% One Test for 8000 Cu.M.

- R A

Max. Dry Density

Field Test I.S.2720-1995(Part 8)

1.8 to 2.3 gm/CC One Test for 8000 Cu.M.

P W/R A

Moisture Content

Field/Lab Test

I.S.2720-1997 (Part 2)

OMC as per lab test

One Test for 5000 Sqm.

P W/R A




ACTIVITY: Embankment

Sr.No.


Method of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

California Bearing Ratio

Field Test I.S. 2720-1997 (Part 16)

Min 7% As directed by Engineer incharge

P W A

To be checked before next layer is allowed to be laid.

Longitudinal profile

Cross Profile &Surface levels

Field Test

Field Test

MORTH table 900-1

MORTH table 900-1

20mm to – 25mm

20mm to – 25mm

100%

100%

P - A

P - A

Note – Material brought by Contractor under item No.2.9(a) &2.9(b) should satisfy following test.

1) Sand Content : Plasticity Test, Density Test, Deterious content test Moisture content test &C.B.R. test as per I.S. 2720 Part – 4, 5, 8, 27,2,16 Respectively.

3) Removing &Transporting disposable material obtained out

P

-

A



of road Excavation

4) Loosening and recompacting Skubgrade

B.B.D. results and inspection of various cracks, rats in existing pavement.

Field test

MORTH Specifications &Manual

P

-

A

P – PERFORM, R – REVIEW, W- WITNESS, A – ACCEPTANCE




ACTIVITY: GRANULAR SUB BASE

Sr.No. Item Tests to be Performed

Method of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

1.

GSB material

JOB MIX

Gradation test

Lab Test

MORTH

MORTH Table 400—1 garding 1

OMC variation + 1 to 2% at the time of compaction

As per change in source

p

R

A

Material as per table No.1 &2 of material approval.

Table 400-1 Close Graded GSB grading 1

IS Sieve mm % by wt. Passing

75 100

53 80-100

26.5 55-90

9.5 35-65

4.75 25-55

2.36 20-40

0.425 10-25



0.075 3-10

CBR Test Lab/Field Test

MORTH Table Spec. 400-1

Min 30% As directed by Engineer incharge

P R/W A

2. GSB

Methodology Preparation of sub-grade Spreading &compacting

Checking of Levels

Field test

MORTH Cl.401.4.1

MORTH Cl401.4.2

+20 to -25

Layer thk. Should not exceed 225 mm.

100%

Till reqd. density

CBR &surface finish are achieved

P

P

-

-

A

A

Arrangement of traffic

MORTH Spec Cl No.112

P - A

NOTE: The approved gradation (stated above) within these limits shall be well graded from coarse to fine and shall not vary from the low limit on one sieve to high limit on adjacent sieve and vice versa.




ACTIVITY: GRANULAR SUB BASE


Method of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

3.

GSB

Tests

Gradation test Lab/Field Test

MORTH400 1 &IS 2720 part 5

As per Job Mix

1 test for 200 Cum P R/W A

Atterberg Limit

(LL &Pl)

Lab test MORTH400 1 &IS 2720 part 5

LL – 25 &Pl – 6

1 test for 200 Cum

- R/W A

Moisture content

Field test IS 2720 PART 2 &8

+1 TO -2 1 test for 500 Cum P W A

Density (MOD)

Field test IS 2720 part 8 98% 1 test for 500 Cum P W A

CBR Field test IS 2720 part 16

30 min for 2.5 mm

As Directed by engineer incharge

P W A

Deieterious constituents

Lab/Field test

MORTH As directed by engineer incharge

P R/W A

L-profile &C/S profile

Field test MORTH 900-1

+10 TO -20 mm

100% P W A Grid of 6.25 m (L) &3.5m (Cross)

P – PERFORM, R – REVIEW, W- WITNESS




ACTIVITY: SECTION – 4 CONCRETE

Sr. No.


Method of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

1.

Varopis Items Of Excavation

Providing M 15 concrete in foundation Material Cement

Aggregates

Water

Job mix

As per table No.4 of QAP

As per table No.1 &2 of QAP

As per table No.6 of QAP

S.C. COMP Strength at 28 days +



Following information is required

Grade designation

Cement Aggregates Min. cement content Max. water cement ratio Worabilitym Exposure condition

Max. temp. of concrete at placing

Method of placing

Degree of Use of admixture Methodolo

Lab/Field Test

IS 456-200 Cl 9

Cl. 10.2 of IS 456-2000

165 x std deviations

Cement + / -2%

Aggregate + / -3%

As per change in source of material.

- R A



gy Batching

Transportation, Placing, Compacting &Curing

Sampling and strength of designed concrete mix.

Cl. 13 of IS 456 – 2000

Cl. 15 of IS 456-2000

Max. free foil of concrete 1.5m Curing time is 14 days.

28 days required compressive strength as per table 2 of IS 456-2000 is the only criterion for acceptance or rejection of the concrete. The test results of the sample is avg. strength of 3 specimens 7

Mechanical vibrator to comply IS 2505, IS 2506, IS 2514 &IS 4656. Use of vibrators is mandatory.

If individual variation is more than +15 to -15% of avt. Strength of sample, the results of the sample are invalid.



individual variation within + 15 to -15.

Quality of concrete in the work cum.

Number of samples

1 – 5 1

6 – 15 2

16 - 30 3

31 – 50 4

51 &above 4 plus one additional sample for each additional 50cum or part thereof

Acceptance criterion

Inspection &Testing of Structure

Cl. 16 of IS 456-2000

Cl. 17 of IS 456-2000

As per 16.1, 16.2, 16.3, 16.4, 16.5 &16.6 of IS 456




ACTIVITY: SECTION – 4 CONCRETE

Sr.No.


Method

of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

Table No.11 Characteristic Compressive Strength Compliance Requirement Note – In the absence established value of at

Deviation. The value given Table 8 may be assumed, are attempt should be made to obtain results of 30 samples as early as possible to establish the value std. Deviation Inspection tests like core test &NOT as per 17.4 to 17.8 of IS 456-2000



Specified Grade

Mean of the Group of 4 Nos-Overlapping Connecutive Test results in N/SqmM

Individual Test results in N/sqmm

(1) (2) (3)

M 15 More than or equal to FCK +825 x establish std. Deviation (rounded off to nearest 0.5 N/sqmm) on FCK+3 N/sqmm whichever is greater.

More than or equal to FCK -3 N/sqmm

M 20 or above

More than or equal to FCK + 825 X ESTABLISH STD

Deviation (rounded off to nearest 0.5 N/sqmm) or FCK+4 N/sqmm whichever is greater

More than or equal to FCK -4 N/sqmm

2 Test Core strength of hardened concrete

Slump test (for workability)

The Measurement for that length

Field test

Field test

Field test

IS 516

IS 1199

Core sampling

Special Specifications or as directed.

30+ or -15mm



+ / -2mm

As directed by Engineer incharge






P

P

P

P

W

W

W

W

A

A

A

A



Thk.

Determination Verification of level of form

Texture depth

pH value water

Alkalinity limit by filtration

Acidity limit by filtration

Solids in water

Field test

Field test

Lab test

Field test

Lab test

Lab test

Lab test

Levelling

Site check

Sand patch method

pH paper

IS : 3025

IS : 3025

IS : 3025

1 + / - 0.25mm

Min 6

Max 10 ml HCL kto neutralize 200ml water

Max 2 ml NaOH to neutralize water

Max limits per line Organic-2000mg inorganic-300mg sulphate-500mg Chkoda-500mg. suspended matter – 200mg.

Covered under material QAP




P

-

P

-

-

-

W

R

W

R

R

A

A

A

A

A

A

P – PERFORM, R – REVIEW, W- WITNESS, A – ACCEPTANCE




ACTIVITY: WATER BOUND MACADAM


Method

of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

1) WBM Gradation Lab/Field test MORTH Specification

Morth Table 400-11


P R/W A Material as per Table 1 and 2 of Material approval

Loss Angeles

Abrasion Value

Lab test I.S. 2386/Part IV 40% max. Covered under material QAP

P R A

Aggregate Impact Value

Lab Test I.S. 5640/Part IV 30% max Covered under material QAP

P R A

Combined flakiness &Elongation indices

Lab Test I.S.2386/Part IV 30% max Covered under material QAP

P R A

Table 400 – 11



Grading No Size Range I.S. Sieve

Designation

% by wt. Passing

One test 100 Cum of Aggregate

1

2

A

90 to 45mm

63 to 45mm

132

125mm

90mm

63mm

45mm

22.4mm

125mm

90mm

63mm

45mm

22.4mm

13.2mm

11.2mm

5.6mm

180micron

100

90 - 100

25 - 60

0 - 15

0 – 5

100

90 - 100

25 - 75

0 - 15

0 - 5

100

95 - 100

15 – 35

0 - 10






Method of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

Atterburg limit + Binding material

Lab Test

I.S. 2386/Part IV

L Limit not more than 20 P

Index less than 6


-

R

A

Material passing 75 micron should not be more than 10%

Atterburg limit – for Aggregate (Screening)passing 425 Micron

Lab Test

I.S 2386/Part IV

-- Covered under material QAP

- R A Screening material should be the same for the coarse Aggregate.

2) 1)

Construction operation &Methadology

2) Skpreading of coarse Aggregate

No segregation of coarse and fine aggregate

P

P

-

-

A

A

Subgrade/Subbase material surface should be clean, free from dust/profile corrective course as per Cl.No.501.

Templates 6 CM apart max. to be used. Wherever



is permitted. The coarse aggregate shall not be spread 3 days in advance of construction operation.

possible special devices like Spreader shall be used so as to avoid manual method to correct irregularities

3) Rolling MORTH

Cl. 404-3.4

Lapping on proceeding track shall be ½ of width.

-- P - A Slight sprinkling of water may be applied. Vibratory roller mandatory.





Sr.No.


Method of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

4) Traverse Irregularities &Longitudinal Irregularities.

Levels check

Field test Table 900 – 1

15mm to -15mm

100% P W A Screening should completely fill interstices, Screening should not be damp/wet. Dry rolling should be done while screening being spread.

5) Sprinkling of water &Grouting.

Field test MORT &h

404 + 3.6

-- Covered under material QAP

P - A

6) Application of Binding Material

Field test MORT &H

404 – 3.7

P - A

P – PERFORM, R – REVIEW, W- WITNESS




ACTIVITY : DENSE BITUMINOUS MACADAM

No. Item Tests to be Performed

Method of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

TEST STRIP DENSITY OF COMPACTED LAYER

FLELD TEST

AS PER MORTH MANUAL 8.4.5.4

AS PER JMF SHOULD BE CONDUCTED 3 DAYS IN ADVANCE OF ACTUAL STARTING OF WORK

P -

A

MACHINERY &WORKERS SHOULD CONTINUE IF TEST RESULTS ARE WITHIN THE LIMITS

PAVER FINISHING

MARSHALL TEST

Lab Test AS PER MORTH MANUAL 8.4.5.4

AS PER JMF SHOULD BE CONDUCTED 3 DAYS IN ADVANCE OF ACTUAL STARTIN

P - A



G OF WORK

HEATING SYSTEM

AS PER MORTH

P - A

SCREED VIBRATOR

AS PER MORTH MANUAL

P - A

GRADE SENSORS

AS PER MORTH MANUAL

P - A

CROSS SLOPE

AS PER MORTH MANUAL

P - A

3) ROLLERS VIBRATORY MECHANISM AND DEPENDANCY

AS PER MORTH MANUAL

P - A






Method of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

5) SEGREGATION

A) AT PLANT

AS PER MORTH MANUAL 8.4.4.2 (B)

P - A Material deposited into dumper should be uniformly distributed &not in conical shape

B) IN TRANSPORT

AS PER MORTH MANUAL 8.4.4.2 (C)

P - A While discharging into the paver finisher raise gate of truck does not open fully.

C) IN PAVER FINISHER

VIBRATORY MECHANISM AND DEPENDANCY

AS PER MORTH MANUAL 8.4.4.2 (D)

P - A



FINAL SURFACE

SURFACE IRREGULARITY

FIELD TEST

MORTH MORTH Table 900-2

100% P W A

MAXIMUM PERMITTED NUMBER OF SURFACE IRREGULARITIES

Surface of carriageways &paved

Irregularity

length (m)

Road

4mm

300

75

20

9

7 mm

300

75

2

1

The maximum allowable difference between the road surface and underside or a 3 m straight-edge when placed parallel with, or ar right angles to the centre line of the road at points decided shall be for bituminous base courses 6 mm.






Method of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

FINAL TEST

TOLLERENCE IN SURFACE LEVELS for bituminous courses in flexible pavement

FIELD TEST

AS PER TABLE NO 900 – 1 OF MORTH SPECIFICATIONS

+ 6 TO – 6 MM


P

W

A

JOINTS – LONG / TRANSVERSE AND LOCATION WITH RESPECT TO CHAINAGES FOR STAGGERING IN VARIOUS LAYERS

-

AS PER CL NO 8.4.4.3 OF MORTH MANUAL

-

-

-



EXTRACTION TEST FOR BITUMEN CONTENT AND AGGREGATE GRADATION

FIELD / LAB TEST

AS PER MORTH SPECIFICATI-ONS

JMF

2 per day

P

W/R

A

Note : For bituminus macadam, binder content should be 2.5% instead of 3.5 stated above, all other parameters will remain same.

P-PERFORM, R-REVIEW, W-WITNESS, A-ACCEPTANCE




ACTIVITY : BITUMINOUS CONCRETE


Method of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

1) BITUMINOUS MACADAM 75 MM THICK

JOB MIX

Quality of Bitumen

Lab test IS 73:1992 As per 73:1992


R

A

TEMP AT THE TIME OF MIXING 150-163 DEG. CENT.

B) IN TRANSPORT

Ingradiant Aggregate

Lab / Field test

MORTH MORTH Table 500-4 grade 1

PERMISSIBLE VARIATION SHOULD BE AS PER 8.4.7.8 OF MANUAL IF ANY CHANGES IN THE SOURCE OF MATERIALS IS PROPOSED, A NEW JOB MIX FORMULA SHOULD BE

P

- A



ESTABLISHED BEFORE ACTUALLY USING THE MATERIALS

PERMISSIBLE AGRADATION : The aggregate mix, as used in work, shall not vary from the low on one sieve to the high limit on the adjacent

sieve but shall be well graded.

TABLE 500-4

Sieve size mm % by Wt. Passing Grading 1

45 100

26.5 75-100

22.4 60-95

11.2 30-55

5.6 15-35

2.8 5-20

90 Micron 0-5






Method of Test

Reference Document

Permissible Limit Frequency Agency Remark

CON PMC PCNTDA

Jobmix

STABILITY OF MIX (MARSHALL)

Lab test

ASTM 1559 TABLE 10.7 OF MANUAL

MINIMUM 8.2 KN @ 60 DEG. CENTIGRADE MINIMUM FLOW 2 MM MAX FLOW 4MM, AIR VOID PERCENTAGE 3-5 Minimum voids (VMA) 11-13% VFB 65-75, Binder content not less than 3.5% swell test max 1.5%

One per day

-

R

A

COLD DENSITY (AIR VOIDS)

AS PER MORTH SPEC.

One per day

P - A

BINDER CONTENT

AS PER MORTH SPEC.

MIN 3.5% One per day

P - A

Temperature control:

a) Binder b) Aggregate

AASHTO T 168, TABLE 10.7 OF MANUAL

a) 130 to 163 b) 155 to 163 c) 130 to 163 d) 120 to 160 e) Min 100

Continuous at regular interval

P

-

A



c) Discharge temp.

d) Laying Temp.

e) Completion of rolling

RATIO OF MICRO FINES/ASPHALT BY WET

AS PER MORTH SPEC.

P

-

A

V.M.A. / V.F.B.

AS PER MORTH SPEC.

V.M.A as per table 4.2% of manual V.F.B. 65% to 75%

P

-

A

Density (Compacted)

AS PER MORTH SPEC.

P

-

A

AGGREGATE

Impact test Los angles abrasion value

Lab test IS 2386 Part IV

Max 27% and Max 35% Respectively table 4..9 of manual

Covered un -der mate-rial QAP

-

R

A

Flakiness index &Elongation index

Lab test IS 2386 Part I

Max 30% table 4..9 of manual

Covered un -der mate-rial QAP

-

R

A






Method of Test

Reference Document

Permissible Limit

Frequency Agency Remark

CON PMC PCNTDA

Stripping value (immersion tray test)

Lab test

IS 6241

Max Retained Coating 95%


-

R

A

Soundness (MG)

Lab test IS 2386 Part V


-

R A

Water Absorption

Lab test IS 2386 Part III

Max 2% Table 4.9 of manual


-

R A

Sand Equipment Test

Lab test IS 2720 Part 37


-

R

A

Plasticity Index Lab test IS 2720 Part V


-

R

A

Polished Stone value

Lab test BS 812 Part 114


-

R

A



Percentage of fractured faces

If Gravel is permitted

P

-

A

Cleanliness (dust) grain size analysis

IS 2386 Part I

Max 5% passing through 0.075 mm sieve table 4.9 of manual

P

-

A





PERMISSABLE VARIATION FROM JOB MIX FORMULA : The permissible variation from the job mix formula are as under.

Description Permissible variation

Base / Binder Course Wearing Course

Aggregate passing 19 mm sieve or larger

Aggregate passing 13.2 mm, 9.5 mm

Aggregate passing 4.75 mm

Aggregate passing 2.36 mm, 1.18 mm, 0.6 mm



+ / - 8%

+ / - 7%

+ / - 6%

+ / - 5%

+ / - 4%

+ / - 2%

+ / - 7%

+ / - 6%

+ / - 5%

+ / - 4%

+ / - 3%

+ / - 1.5%

Binder content

mixing temperature

+ / - 0.3%

+ / - 10% Dig C

+ / - 0.3%

+ / - 10% Dig C

Required information



No. Item Tests to be performed

Method of test

Reference Doc

Permissible limit Frequency Agency Remarks

CON PMC PCNTDA

Plat Methodology

Mix Grading Lab / Field test

IS 2386 part I

As per permissible variation indicated in job mix formula

One set to tests on individual constituents and mixed aggregate from the dryer of each 400 tonnes of mix subject to a minimum of two tests per plant per day

P - A

Stability of mix (Marchall)

Lab Test ASTM D 1559 Table 10.7 of manual

Minimum 8.2 KN @60 DEG Centigrade Minimum flow 2 MM, max, flow 4mm, AIR Void Percentage 3-5, Minimum voides (VMA) 11-13% VFB 65-75, Binder content not less than 3.5% swell test max 1.5%

For each 400 tonnes of mix product a set of 3 marshall specification tobel prepared and tests for stability flow value density and void content subject to a minimum of two tests per plant per day

- R A






Method of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

Water Sensitivity for mix (Retained tensile strength)

Lab Test

AASHTO T 283, table 10.7 of manual

Min. 80% test is required if retained coating is less than 95%

Initially one set of 3 representative specimens for each source of supply subsequently when warranted by changes in the quality of aggregates.

-

-

A

Temperature control

a) Binder

b) Aggregate

c) Discharge Temp.


a) 150 to 163

b) 155 to 163

c) 130 to 163

d) 120 to 160

e) min 100

Throughout

P

-

A



d) Laying Temp.

e) Completion of rolling

Control of Binder Content and grading of the mix

Bitumen extract-ion &sieving


JMF One test for each 400 tonnes of mix subject to a minimum of two tests per plant per day

P

-

A

Rate of spread of mixed material

Field test As per morth specifications and as directed

1 per 250 sqm Regular control through checks on the weight of mixed material and layer thickness

P

-

A

Density of compacted layer

Field test As per Morth specification &manual

Min 98% of specification (Marshall)

As required

P

-

A

Transp-oration

Covering of Vehicles is mandatory

As per morth manual

P

-

A






Method of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

TEST STRIP

Density of Compacted Layer

Field Test

As per morth manual 8.4.5.4

As per JMF Should be conducted 3 days in advance of actual starting of work

P - A

Machinery &Workers should continue if test results are within the limits

Marshall Test Lab Test

As per Morth Manual 8.4.5.4

As per JMF Should be conducted 3 days in advance of actual starting of work

P - A

Paver Finisher

Rollers

Heating System As per Morth manual

P - A

Screed Vibrator As per Morth manual

P - A

Grade Sensors As per Morth manual

P - A

Cross Slope Sensors

As per Morth manual

P - A

Vibratory Mechanism and Dependency

As per Morth manual

P - A






Method of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

Segregation

a) At plant As per morth manual 8.4.4.2

(B)

b) In Transport


(C)

P

-

A

c) In paver Finisher


(D)

Final Surface Surface Irregularity

Field Test Morth




Surface of carriageways &paved

Irregularity

Length (m)

Road

4 mm

300

75

2

1

7 mm

300

75

2

1

The maximum allowable difference between the road surface and underside or a 3 m straight-edge when placed parallel with, or are right angles to the centre line of the road at points decided shall be for bituminous base courses 6 mm






Method of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

Final Test

Tollerence in surface levels for bituminous courses in flexible pavement

Field test

As per Table no 900-1 of morth specifications

+ 6 to – 6 mm


P W A

Joints – long / transverse and location with respect to changes in various layers

As per CL no. 8.4.4.3 of morth manual

Extraction test for bitumen content and aggregate gradation

Field / Lab test

As per morth specifications

JMF 2 test per day P W / R A

Note : For item No. 3.6 of bituminus macadam, binder content should be 2.5% instead of 3.5% stated above, all other parameters will remain same.

P – PERFORM, R – REVIEW, W – WITNESS, A – ACCEPTANCE




ACTIVITY : LIQUID SEAL COAT


Method of Test

Reference Document

Permissible Limit


CON PMC PCNTDA

1) LIQUID SEAL COAT

1) Material Bitumen – 60/70

2) Methodology

a) Preparation of Base

b) Laying

c) Opening to traffic

Quality of Bitumen

Levels to be Confirmed

----

-------

Labe Test

Field Test

Field Test

Field Test

Lab / Field test

IS 73

Mort &H Cl 513-3.1

Mort &H Cl 513-3.2

Mort &H Cl 513-4

Mort &H Cl 513-2.2

---

Removing 100% dust &loose particles

----

----

Every Batch

Continuous

-----

-----

-

P

P

R

-

-

A

A

A

As per table no. 1.2 &3 of QAP

Surface of layer on which prime coat to be applied should be dry.

Vibratory roller is mandatory

No traffic is allowed within



3) Tests a) Gradation Test

b) Temperat-ure of bind-ing material

c) Rate of spread of binder

d) Rate of spread of aggregate

Field Test

Field Test

Field Test

Mort &H Cl 508-1.3.2

Mort &H Cl 513-2.1

Mort &H Cl 513-2.2

100% passing through 11.2mm sieve &retained on 2.36mm sieve

1500C – 1630C

9.80kg per 10 Sqm. area

0.09 Cu.m per 10 Sqm. area

One test per 25 Cum. of aggregate

At regular close interval

One test per 500 Sqm. of work

One test per 500 Sqm of work

P

P

P

P

P

-

-

-

W

W

A

A

A

A

A

24hrs of completion of Activity

P – PERFORM, R – REVIEW, W – WITNESS,A – ACCEPTANCE




ACTIVITY : WET MIX MACADAM

No ITEM TESTS TO BE

PERFORMED

METHOD OF TEST

REFERENCE DOC.

PERMISSIBLE

LIMIT

FREQUENCY

AGENCY REMARKS

CON PMC PCNTDA

D WMM Material

JOB MIX

Gradation

LAB TEST

MORTH

As per MORTH Table 400-11

OMC variation + 1 to - 2 % at the time of compaction

As per change in source

P

R

A

Material as per table No.1 &2 of material approval

Table 400-11 Grading req. of aggregates for WMM

IS Sieve % by wt.

mm Passing

53 100

45 95-100



26.5 -

22.4 60-80

11.2 40-60

4.75 25-40

2.36 15-30

0.6 8-22

0.075 0-8

2) WMM Methodology

1) preparation of sub-base 2)Preparation of Mix.

Levels to be checked

Field

MORTH CI. 401.4.1 MORTH CI. 406.3.3

+ 10 to-20

No segregation is permitted

100%

P

P

-

-

A

A

Vibrator roller mandatory A

OMC variation limits +1 to -2 % at the time of compaction.




ACTIVITY : WET MIX MACADAM

SR. NO.

ITEM TESTS TO BE PERFORMED

METHOD OF TEST

REFERENCE DOC.

PERMISSIBLE LIMIT

FREQUENCY AGENCY REMARKS

CON PMC PCNTDA

3) Spreading & compacting

MORTH CI. 406.3.4 &405. 3.5

No segregation is permitted speed of roller less than 5 km/hr

Till reqd. density, &surface finish are achieved

P

-

A

Vibrator roller mandotery spreading by paver finisher or motor grader is mandetory.

4) Setting and drying

5) Arrangement of traffic

Table 900-1

MORTH Spec. CI. No. 406.4

Roads shall be allowed to dry for 24 hrs.

No vehicular traffic is allowed till wearing coarse is laid

P

P

-

-

A

A

Note: -Protection of edges of granular subbase extended over the full width of foundation is incidental to the work

3) WMM

Tests

Gradation test Lab / Field test

MORTH 400.1 &IS 2386 part 1

As per Job Mix 1 test for 100 Cum.

P R/W A



Aggregate impact value

Lab test IS 2386 (Part - 4)

As per table 1 &2 of QAP

Coverd under material QAP

- R A

Flakiness &elongation index (total)

Lab test IS 2386 (Part- 1)

As per table 1 &2 of QAP


- R A

Atterberg Limit (LL &PI)

Lab test MORTH &IS 2720 part 5

LL-25 &PI -6 1 test for 200 Cum.

- R A

Moisture content

Field test IS 2720 part 2 &

+1 to -2 1 test for 500 Cum.

P W A

Density (MDD) Field test IS 2720 part 8 98% 1 test for 500 Cum.

P W A

CBR Field test IS 2720 part 16 30min. for 2.5 mm


P W A

Deleterious constituents

Lab / Field test

MORTH As per table 1 &2 of QAP


P R/W A

L - profile &C / S profile J

Field test MORTH 900-1 + 10 to - 10 mm 100% P W A Grid of 6.25m (L) &3.5 m (Cross)

Note:- The approved gradation (stated above) within these limits shall be well graded from coarse to fine and shall not vary from the low limit on one sieve to high limit on adjecent sieve and vice versa.

P- PERFORM, R- REVIEW, W- WITNESS, A – ACCEPTANCE




ACTIVITY: CLEANING

SR. NO.


METHOD OF TEST

REFERENCE DOC.

PERMISSIBLE UM!T


CON PMC PCNTDA

1) 1) Cleaning the WBM / WMM surface.

2) Methodology

-----------

Visual

-----------

Field test

-----------

MORT &H

CI. 502-4.2 &

503-n 3.1

-----------

Removing 100% dust &loose particles by using air compressor

-----------

Continuous

P

-

A

Air compressor is mandatory. Cleaning should be done without disturbing the interlocked aggregate.

Random checks by SGS





ACTIVITY PRIME COAT

SR. NO. ITEM TESTS TO BE PERFORMED

METHOD OF TEST

REFERENCE DOC.

PERMISSIBLE LIMIT


CON PMC PCNTDA

1) PRIME COAT

1) Material Bitumen 60/70 OR 80/100 OR

2) Methodology

-----

------

-----

------

--------

As per MOST Manual CI. No. 8.3.1.1 to 8.3.1.6

As per Morth Specification

--------

--------

--------

As per table No - 3 of QAP

a) Preparation of road surface

b) Equipment

Levels to be Confirmed.

--------

Field test MORT &H CI. 502-4.2

------ Frequently P - A Surface of layer on which prime coat to be applied should be dry. Surface should be dust free by using Air compressor



Bituminuous pressure sprayer should be used.

c) Application of primer coat

Field test MORT&H CI. 502 -4.3

Till uniform &unbroken surface is achieved

--------

P - A Self propelled sprayer is mandatory.

c) Arrangement &opening to traffic

Field test MORT&H

CI. 502-4.4&

502 .6

--------

--------

P - A No traffic is allowed within 24hrs of completion of Activity.

3) Tests a) Rate of spraying

Field test MORT &H CI. 500- 1

MIN 9.8Kg/10Sqm

one test per 500 Sqm.

P W A Penetration of 5mm to 10mm is required.

b) Temperature Field test MORT &H CI. 502-4.3

Temp 163 dig. Celc. As directed

P W A





ACTIVITY : TACK COAT

SR. NO.


METHOD OF TEST

REFERENCE DOC.

PERMISSIBLE LIMIT


CON PMC PCNTDA

1) TACK COAT

1) Material Bitumen 60/70

Quality of Bitumen

Lab test

IS 73:1992

-------

Every Batch

-

R

A

As per table No - 3 of QAP

2) Methodology

a) Preparation of road surface

b) Equipment

Levels to be Confirmed

-------

-------

-------

Field test

Field test

Field test

MORT &H CI. 503- 3 1

MORT &H CI 502-4.3

MORT&H CI. 502 - 4.4 &502

-------

Till uniform &unbroken surface is achieved.

--------

Frequently

--------

--------

P

P

P

-

-

A

A

A

Surface of layer on which tack coat to be applied should be dry. Surface should be dust free by using Air compressor

Bituminuous pressure sprayer should be used

Self propelled or towed bitumen pressure sprayer is



c) Application of tack coat

d) Arrangement & opening to traffic

mandatory &Tack coat should be Sprayed after unloading bituminous material (LBM, BM. DBM &AC) from dumper to paver finisher or restack coating is done on wheel marks of Dumper

No traffic is allowed within 24hrs of completion of Activity.

3) Tests a) Rate of spraying

b) Temperature

Field test

Field test

MORT &H CI. 500 - 2 &item no 3.6a of schedule 'B\ item no 3 5a of schedule 'B'

MORT &H CI. 502-4.3

5Kg per 10 Sqm.

Tack coat @ 7.5Kop3r10

Temp 163 dig. Celc. As directed



P

P

W

W

A

A





ACTIVITY : BITUMINOUS MACADUM

SR.

NO.

ITEM TESTS TO BE

PERFORMED

METHOD

OF TEST

REFERENCE

DOC.

PERMISSIBLE LIMIT


CON PMC PCNTDA

1 BITUMINOUS MACADAM 75 MM

THICK

Quality of Bitumen

Lab test IS 73 : 1992 As per IS 73:1992


R

A

TEMP AT THE TIME OF MIXING

150-163

DEG.CENT.

JOB MIX Ingredient Aggregate

Lab /Field

test


grade 1

PERMISSIBLE VARIATION

SHOULD BE AS PER 8.4.7.8 OF MANUAL IF ANY CHANGES IN THE SOURCE OF MATERIALS IS PROPOSED, A NEW JOB MIX FORMULA SHOULD BE ESTABLISHED BEFORE ACTUALLY

P

-

A



USING THE MATERIALS.

PERMISSIBLE GRADATION : The agree ate mix, as used in work, shall not vary from the low on one sieve to the high limit on the adjacent sieve but shall be well graded.

Table 500-4

Sieve size mm % by Wt.

Passing Grading 1

45 100

26.5 75-100

22.4 60-95

11.2 30-55

5.6 15-35

2.8 5-20

90 Micron 0-5





NO ITEM TESTS TO BE PERFORMED

METHOD OF TEST

REFERENCE DOC.

PERMISSIBLE LIMIT


CON PMC PCNTDA


Lab test ASTMD 1559 , TABLE 10.7 OF MANUAL

MINIMUM 8.2 KN@ 60 DEG. CENTIGRADE MINIMUM FLOW 2 MM, MAX. FLOW 4MM, AIR VOID PERCENTAGE 3 - 5, Minimum voids (VMA) 11-13%. VFB 65-75, Binder content not less than 3.5% swell test max. 1.5%

One per day

-

R

A



COLD DENSITY (AIR VOIDS)

Lab test AS PER MORTH SPEC.

One per day P - A

BINDER CONTENT


MIN 3.5 % One per day P - A

Temperature control:

a) Binder

b) Aggregate

c) Discharge temp.

d) Laying Temp.

e) Completion of rolling.

field test AASHTOT168, TABLE 10.7 OF MANUAL

a) 150 to 163

b) 155 to 163

c) 130 to 163

d) 120 to 160

e) Min 100

Continuous at regular interval

P

-

A

RATIO OF MICRO FINES/ASPHALT BY WET


P - A

V.M.A./V.F.B. Lab test AS PER MORTH SPEC

V.M.A. AS PER TABLE 4.27 OF MANUAL,

P - A



V.F.B. 65% TO 75%

DENSITY (COMPACTED)

field test AS PER MORTH SPEC.

P - A

2 AGGREGATE

MPACT TEST LOS ANGELES ABRASION VALUE

Lab test IS 2386 PART IV

MAX 27%, AND MAX 35% RESPECTIVELY TABLE 4.9 OF MANUAL


- R A

FLAKINESS INDEX &ELONGATION INDEX

Lab test S 2386 PART I

MAX 30% TABLE 4.9 OF MANUAL


- R A





NO.


METHOD OF TEST

REFERENCE DOC.

PERMISSIBLE LIMIT


CON PMC PCNTDA

STRIPPING VALUE (IMMERSION TRAY TEST)

Lab test IS 6241 MAX RETAINED COATING 95%


- R A

SOUNDNESS(MG)

Lab test IS 2386 PARTV


- R A

WATER ABSORPTION

Lab test IS 2386 PART III

MAX 2% TABLE 4.9 OF MANUAL


- R A

SAND EQUIVALENT TEST

Lab test IS 2720 PART 37


- R A

PLASTICITY INDEX

Lab test IS 2720 PART V


- R A

POLISHED STONE VALUE

Lab test BS 812 PART 114


-

R

A

3)

PERCENTAGE OF FRACTURED FACES

IF GRAVEL IS PERMITTED

P - A



CLEANLINESS (DUST) GRAIN SIZE ANALYSIS

IS 2386 PART I MAX 5% PASSING THROUGH 0.075 MM SIEVE TABLE 4.9 OF MANUAL

P

-

A




BITUMINOUS MACADUM

PERMISSABLE VARIATION FROM JOB MIX FORMULA :The permissible variation from the job mix formula are as under...

Permissible variation

Base 'B'nder course Wearing course

Aggregate passing 19 mm sieve or larger






+ / - 8%

+ / - 7%

+ / - 6%

+ / - 5%

+ / - 4%

+ / - 2%

+ /-7%

+ / - 6%

+ / - 5%

+ / - 4%

+ / - 3%

+ /-1.5%

Binder content

Mixing temperature

+/- 0.3%

+ /- 10 Dig. C

+ /-0.3%

+ /-10Dlg.C




SR.

NO.

ITEM

TESTS TO BE

PERFORMED

METHOD

OF TEST

REFERENCE

DOC.

PERMISSIBLE LIMIT

FREQUENCY

AGENCY REMARKS

CON PMC PCNTDA

4) PLANT

1) METHODOLOGY

MIX GRADING


Lab / Field

test

Lab test

IS 2386 part I

ASTMD1559,

TABLE 10.7 OF MANUAL

As per permissible

variation indicated in job mix formula.

MINIMUM 8.2 KN@ 60 DEG. CENTIGRADE

MINIMUM FLOW 2 MM , MAX. FLOW 4MM, AIR VOID PERCENTAGE 3 - 5 , Minimum voids (VMA) 11-13%. VFB 65-75, Binder

ONE SET OF TESTS ON INDIVIDUAL CONSTITUENTS AND MIXED AGGREGATE FROM THE DRAYER OF EACH 400 TONNES OF MIX SUBJECT TO A MINIMUM OF TWO TESTS PER PLANT PER DAY.

FOR EACH 400 TONNES OF MIX PRODUCT A SET OF 3 MARSHALL SOECIFICATION TOBE PREPARED AND TESTS FOR STABILITY FLOW

P

-

-

-

A

A



content not less than 3.5% swell test max. 1.5%

VALUE DENSITY AND VOID CONTENT SUBJECT TO A MINIMUM OF TWO TESTS PER PLANT PER DAY




ACTIVITY BITUMINOUS MACADUM

PERMISSABLE VARIATION FROM JOB MIX FORMULA :The

permissible variation from the job mix formula are as under...

Permissible variation

Base/Binder course Wearing course

Aggregate passing 19 mm sieve or larger + / - 8% + / - 7%

Aggregate passing 13.2 mm, 9.5 mm + / - 7% + / - 6%

Aggregate passing 4.75 mm + / - 6% + / - 5%


+ / - 5% + / - 4%

Aggregate passing 0.3 mm, 0.15 mm + / - 4% + / - 3%

Aggregate passing 0.075 mm + / - 2% + /-1.5%

Binder content + / - 0.3% + /-0.3%


Mixing temperature + /-10 Dig. C + /-10 Dig. C



SR. NO.


METHOD OF TEST

REFERENCE DOC.

PERMISSIBLE LIMIT


CON PMC PCNTDA

PLANT

1)

MIX GRADING

Lab / Field

IS 2386 part I

As per permissible

ONE SET OF TESTS ON

METHODOLOGY


test

Lab test

ASTMD1559 , TABLE 10.7 OF MANUAL

variation indicated in job mix formula.

MINIMUM 8.2 KN@ 60 DEG. CENTIGRADE MINIMUM FLOW 2 MM , MAX. FLOW 4MM, AIRVOID PERCEMTAGE

INDIVIDUAL CONSTITUENTS AND MIXED AGGREGATE FROM THE DRAYER OF EACH 400 TONNES OF MIX SUBJECT TO A MINIMUM OF TWO TESTS PER PLANT PER DAY.

FOR EACH 400 TONNES OF MIX PRODUCT A SET OF 3 MARSHALL SOECIFICATION TOBE PREPARED AND TESTS FOR STABILITY FLOW VALUE DENSITY

P

-

A



3 - 5 , Minimum voids (VMA) 11-13%, VFB 65-75, Binder content not less than 3.5% swell test max. 1.5%

AND VOID CONTENT SUBJECT TO A MINIMUM OF TWO TESTS PER PLANT PER DAY.

- -

A





NO ITEM TESTS TO BE

PERFORMED

METHOD OF

TEST

REFERENCE

DOC.

PERMISSIBLE LIMIT


CON PMC PCNTDA

WATER SENSITIVITY FOR MIX (RETAINED TENSILE STRENGTH)

LAB TEST

AASHTO T 283 . TABLE 10.7 OF MANUAL

MIN. 80% TEST IS REQUIRED IF RETAINED COATING IS LESS THAN 95%

INITIALLY ONE SET OF 3 REPRESENTATIVE SPECIMENS FOR EACH SOURCE OF SUPPLY. SUBSEQUENTLY WHEN WARRANTED BY CHANGES IN THE QUALITY OF AGGREGATES.

-

-

A

Temperature

(Cent.) control:

a) Binder

b) Aggregate

c) Discharge temp

d) Laying Temp.

AASHTO T 168

TABLE 10.7 OF MANUAL

a) 150 to 163

b) 155

to 163

c) 130 to 163

d) 120 to 160

e) Min 100

Throughout P - A



e) Completion of rolling.

CONTROL OF BINDER CONTENT AND GRADING OF THE MIX

Bitumen extraction &

sieving

AASHTO T 164, TABLE 10.7 OF

MANUAL

JMF ONE TEST FOR EACH 400 TONNES OF MIX SUBJECT TO A MINIMUM OF TWO TESTS PER PLANT PER DAY.

P A

RATE OF SPREAD OF

MIXED MATERIAL

Field Test AS PER MORTH

SPECIFICATIONS and as directed

1 per 250 sqm REGULAR CONTROL

THROUGH CHECKS ON THE WEIGHT OF MIXED MATERIAL AND LAYER THICKNESS

P - A

DENSITY OF

COMPACTED LAYER

Field Test AS PER MORTH

SPECIFICATIONS &MANUAL

Mm. 98% of speciman

(MARSHALL)

ONE TEST PER 200 SQM. AREA

P - A

2)

TRANSPORTATION

COVERING OF

VEHICLES IS

MANDETORY

AS PER MORTH

MANUAL

- A




ACTIVITY: BITUMINOUS MACADUM

SR. NO.


METHOD OF TEST

REFERENCE DOC.

PERMISSIBLE LIMIT


CON PMC PCNTDA

3) TEST STRIP

DENSITY OF COMPACTED LAYER

FIELD TEST

AS PER MORTH MANUAL 8.4 5 4


P - A MACHINERY &WORKERS SHOULD CONTINUE IF TEST

RESULTS ARE WITHIN THE LIMITS

MARSHALL TEST

Lab test AS PER MORTH MANUAL 8.4.5 4


P - A

4) PAVER

HEATING SYSTEM

AS PER MORTH MANUAL

P - A



FINISHER

SCREED VIBRATOR

AS PER MORTH MANUAL

P - A

GRADE SENSORS

AS PER MORTH MANUAL

P - A

CROSS SLOPE SENSORS

AS PER MORTH MANUAL

P - A

5) ROLLERS

VIBRATORY MECHANISM AND DEPENDANCY

AS PER MORTH MANUAL

P - A





No. ITEM TESTS TO BE PERFORMED

METHOD OF TEST

REFERENCE DOC.

PERMISSIBLE LIMIT


CON PMC PCNTDA

5) SEGREGATION

A) AT PLANT

AS PER MORTH

MANUAL 8.4.4.2 (B)

-

-

P

-

A

Material Deposited into dumper should be uniformly distributed &not in conical shape

B) IN TRANSPORT

- - AS PER MORTH

MANUAL 8.4.4.2 (C)

-

-

P

-

A

While discharging into the paver finisher raise gate of truck does not open fully

C) IN PAVER FINISHER

- - AS PER MORTH

MANUAL 8.4.4.2 (D)

-

-

P

-

A



FINAL SURFACE

SURFACE IRREGULARITY

FIELD TEST


100% P W A


Surface of carriageways &

Irregularity

Length (m)

Road

4 mm

300

75

20

9

7 mm

300

75

2

1

The maximum allowable difference between the road surface and underside or a 3 m straight-edge when placed parallel with, or at right angles to the centre line of the road at points decided shall be bituminous base courses 6 mm.





Note: - For bituminus macadam, binder content should be 2.5% instead of 3.5% stated above, all other parameters will remain same.


NO ITEM TESTS TO BE PERFORMED

METHOD OF TEST

REFERENCE DOC.

PERMISSIBLE LIMIT


CON PMC PCNTDA

FINAL TEST

TOLLERENCEIN SURFACE LEVELS for bituminous courses in flexible pavement

FIELD TEST

AS PER TABLE NO 900 -1 OF MORTH SPECIFICATIONS

+ 6 to - 6 mm


P

W

A

JOINTS - LONG / TRANSVERSE AND LOCATION WITH RESPECT TO CHAINAGES FOR STAGGERING IN VARIOUS LAYERS

-

AS PER CL NO 8.4.4.3 OF MORTH MANUAL

-

-

-

EXTRACTION TEST FOR BITUMEN CONTENT AND AGGREGATE GRADATION

FIELD/LAB TEST

AS PER MORTH SPECIFICATIONS

JMF

2per day

P

W/R

A




ACTIVITY: DENSE BITUMINOUS MACADAM

Sr.

No.

ITEM Tests to be Performed

Method of Test

Reference Doc.

Permissible Limit

Frequency AGENCY REMARKS

CON PMC PCNTDA

1 BITUMINOUS

MACADAM 75MM

THICK

QUALITY OF BITUMEN

Lab Test IS 73:1992 As per IS 73:1992


R

A

TEMP AT THE TIME OF MIXING 150-163 DEG.CENT

Ingredient Aggregate

Lab/Field Test

MORTH MORTH Table 500-4 grade 1

PERMISSIBLE VARIATION SHOULD BE AS PER 8.4.7.8 OF MANUAL IF ANY CHANGES IN THE SOURCE OF MATERIALS IS PROPOSED, A NEW JOB MIX FORMULA

P

-

A



SHOULD BE ESTABLISHED BEFORE ACTUALLY USING THE MATERIALS

PERMISSIBLE GRADATION :The aggregate mix, as used in work, shall not vary from the low on one sieve to the high limit on the adjacent sieve but shall be well graded.

Table 500-4.

Sieve Size mm

% by Wt.

Passing Grading 1

45 100

26.5 75-100

22.4 60-95

11.2 30-55

5.6 15-35

2.8 5-20

90 Micron 0-5

Volume - II - pcntda.org.i

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