2 No DNIT RYK & LQP.xlsx

1/2.

Approximate Cost Rs. 23.36 MillionEarnest Money Rs. 1.168 Million

Time Limit 12 Months.

Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor

1 4 29 Tuff Tiles.Dismantling brick or flagged flooring without concretefoundation.

7980 %SftEarthwork excavation undressed lead upto a single throwof Kassi, phaorah or shovel Dressing and levelling ofearhtwork to designed section, etc. complete in all respectin ordinry soil.A) Lead upto ¼ mile (400 m).Excavted Earth in Street to Maintain Exiting Floor Level.

7370 %o Cft

B)Lead upto 1/2 mile.Excavted Earth in Street to Maintain Exiting Floor Level.

7830 %o Cft

C)Lead upto 3 mile.New Earth to Maintain Plinth Level. 38780 %o Cft

6 40 Breaking brick ballast, screening and stacking:-1-1/2" to2"

2904.72 %Cft6 2 Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to

50 mm) gauge. 50798.31 %Cft

Qty. As Per Item No. 3Only Labour Rate. 2904.72 %Cft

6 5f Cement concrete plain including placing, compacting,finishing and curing complete (including screening andwashing of stone aggregate):(f) Ratio 1: 2: 4

965 %Cft18 5 Providing and laying road edging of 3" (three inches)

wide and 9" (Nine inches) deep brick on end complete inall respect.

12140 P.Rft

DNIT FOR CONSTRUCTION OF TUFF TILE/PCC/DRAIN BISMILLAH TOWN, THALLI ROAD, NEAR MADRISSA KULYAT- UL- ISLAM DISTT. RAHIM YAR KHAN

( Tuff Tile Raising of Manhole Chambers Signe board with other allied works.)

MRS Bi Annual 1st July: 2019 to 31st December: 2019

Description of items

G:\Abid Manzoor Official\Tender\Tender Notice by Adnan Naseem sb\Tender notice 2 No. New ADP 25-09-2019\2 No DNIT RYK & LQP1 of 27 DNIT BISMILLAH TOWN

Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



10 43 Providing and laying Tuff pavers, having 7000 PSI,crushing strength of approved manufacturer, over 2" to 3"sand cushion i/c grouting with sand in joints i/c finishingto require slope complete in all respect. (50% Grey /50% Coloured) b) 60-mm thick 162128 P.Sft

1 3 21b SIGN BOARDExecavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m). 9.00 %o Cft

2 6 5f Cement concrete plain including placing, compacting, finishing and curing complete (including screening andwashing of stone aggregate):Ratio 1: 2: 4 9.00 % Cft

3 23 22ii-f Providing, laying, cutting, jointing, testing and disinfecting G.I. pipeline in trenches, with socket joints, using G.I pipes of B.S.S. 1387-1967 complete in all respects, with specials and valves. 2" i/d (50 mm) thick 75.00 P.Rft

4 25 10 Fabrication of heavy steel work, with angle, tees, flat iron round iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, revitting, handling,assembling and fixing.

64.80 % Kg5 13 5d Painting new surface:-

Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- 72.00 % Sft

6 13 5e Painting new surface:- Preparing surface and painting of fillets, framing, skirtings, pipes, gutters, and similar linear work not exceeding 6" (150 mm) girth:- 75.00 % Lft

7 13 10Writing letters or figures, per letter, per inch (25 mm) height.

1446.00 P.Letter

1 Raising of Manhole Chambers (Circular Manhole.)Dismantling cement concrete 1:2:4 plain

492.48 %cft2 Pacca brickwork other than building upto 10 ft (3 m) height i/c extra

for pacca brick work in steining of wells or any other circularmasonary.i) cement sand mortar (1:3) 492.48 %cft

3 Cement plaster 1:3 upto 20 ft (6.00 m) height:-b) 1/2 " (13 mm) thick 847.26 %Sft

4 Cement concrete plain including placing compacting, finishing andcuring complete (including screening and washing of stoneaggregate): Ratio (1:2:4) 492.48 %cft

5 Providing and fixing 6" thick R.C.C manhole cover with tee shapesC.I frame of 22" i/d (frame weighing 37.324 Kg. or One maund asper Standard Drawing STD/PD No. 6 of 1977, complete in allrespect. 162.00 No.


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



Deduction of old meterial a) Cast Iron Frame.

162.00 No.

b) Manhole Cover Frame. 162 No.1 4 19 Raising of Manhole Chambers (Rectangular

Manhole..)Dismantling cement concrete 1:2:4 plain

200.64 %cft2 7 7 Pacca brickwork other than building upto 10 ft (3 m) height i/c extra

for pacca brick work in steining of wells or any other circularmasonary.i) cement sand mortar (1:3) 200.64 %cft

3 11 7 Cement plaster 1:3 upto 20 ft (6.00 m) height:-b) 1/2 " (13 mm) thick 345.18 %Sft

6 6 Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened graded andwashed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting.Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structural membersother than those mentioned in above not requiring form work (i.e.horizental shuttering) complete in all respects:-Type C (nominal mix 1: 2: 4)

545.82 P.Cft6 9b Fabrication of mild steel reinforcement for cement concrete,

including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):-Deformed bars (Grade-40)

1091.64 P.Kg5 21 15a Providing and fixing 6" thick R.C.C manhole cover with tee shapes

C.I frame of 22" i/d (frame weighing 37.324 Kg. or One maund asper Standard Drawing STD/PD No. 6 of 1977, complete in allrespect. 66.00 No.

Deduction of old meterial a) Cast Iron Frame.

66.00 No.

b) Manhole Cover Frame. 66 No.

c)Fabrication of mild steel 66 No.

1

NOTE

Any ommision or error therein shall be reffered for interpretation and decision to the competant authority, which will be final in this respect.


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



2

3

4

5

6

7

Rate below estimated Rates5% 5%6% 6%7% 7%8% 8%9% 9%

10% or below

Signature of Contractor

with full address

It may be ensured that the contractor is registered with Punjab Revenue Authority as a service provider.

Lowest contractor/firm has to deposit performance security in the shape of Deposit at call in the name of undersigned, with in seven days after date of opening of tenders as per Finance Department Notification NO.RO(TECH)FD-1-2/83(IV)(P) as per detail below.

Executive EngineerPublic Health Engineertng Division

Rahim Yar Khan.

Two years unconditional warranty be obtained form the contractors/manufacturers.

Physical testing and efficiency of the pump at the test bed of manufacturer before supply and pumping machinery collected by the Department & contractor jointly.

Contractors may mention the make of the approved manufacturer at the time of submitting their tenders.

All quality tests performed & supplied to the department during execution of the scheme.

Performance Security

as per noitification


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



2/2

Approximate Cost Rs. 45.76 MillionEarnest Money Rs. 2.288 Million

Time Limit 18 Months.

Sr.No Ch:No Item No.

1 4 45 R. C. C. SewerDismentlig and removing road mentling.

7822 %Cft2 3 42 Earthwork excavation in open cutting for sewers and

'manholes as shown in drawings including shuttering and'timbering, dressing to correct section and dimensions'according to templates and levels, and removing surface'water, in all types of soil except shingle, gravel and rock:- 0 to 7 ft depth

136926 %oCft3 7 to 15 ft depth 35320 %oCft4 21 6 Lowering of sub soil water table by installation of tube well

along sewer line and pumping out water for excavation inopen cutting below sub soil water level concreting, cutting,laying and jointing pipes filling hunches etc, till thecomplection of sewe 0-5Feet 1297 P.Rft

5 7 30 Supply and filling sand under floor or plugging in wells (9"to12" dia) 4152 %Cft

6 N S Providing & Laying Crush stone 1/4" to1" size laid under bedof sewer. (15" to18" dia)(N.S) 12547 P.Cft

7 21 1 Providing and laying R.C.C. pipe, moulded with cementconcrete 1:1½:3, with spigot socket or collar joint, etc.including cost of reinforcement, conforming to B.S. 5911: PartI: 1981, Class \"L\" including carriage of pipe from factory tosite of work, lowering in trenches to correct alignment andgrade, jointing, cutting pipes where necessary, finishing andtesting, etc., complete. 9" i/d

1328 P.Rft

D.N.I.T OF CONSTRUCTION OF SEWERAGE SCHEME CITY PAKKA LARA, TEHSIL LIAQUATPUR, DISTRICT RAHIM YAR KHAN

Providing and laying R.C.C Sewer pipe line 9"i/d to 27"i/d and Construction of disposal work i.e ScreeningChamber, Collecting tanks,pump houses,outfall chamber and Boundary wall, Pacca sullage carrier &Installation of Pumping Machinary, Brick pavement Tuff tile RCC Culvert and allied works.

MRS Bi Annual 1st July: 2019 to 31st December: 2019 Description of items Quantity Unit

Rates Quoted by

the Contractor


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



8 21 3 Providing and laying R.C.C. pipe sewer, moulded with cementconcrete 1: 1½: 3 conforming to ASTM specification C – 76 –79. Class II, Wall B, i/c carriage of pipe from factory to site ofwork, lowering in trenches to correct alignment and grade,jointing with rubber ring cutting pipes where necessary,testing, etc., complete. 12" I/d 585 P.Rft

9 15" I/d 440 P. Rft10 18" I/d 861 P. Rft11 24" I/d 467 P. Rft12 27" I/d 1275 P. Rft11 3 43 Earth work excavation of trenches in open cutting for sewer

and man holes chamber etc. below sub soil water level incorrect section and dimension according to templates andlevels, i/c shoring timbering and shuttering of M.S. sheet onboth sides of the t 0-4Feet

16165 %oCft12 4 29 Dismantling brick or flagged flooring without concrete

foundation. 3564 %Sft13 21 10 Restoration of brick pavement on edge, over laid servic line,

with 2" (50 mm) sand cushion under soling 3992 %Cft14 3 13a Bak filling of earth by Rehandling of earthwork lead up to a

single throw of kassi, phaorah or shovel etc complete.

137779 %oCft15 Provision for Restoration of under ground services P.T.C.L

Cables,sui gas line,sewers,water supply and shifting of electricpoles,road cutetc(payment to be made to concernedagency)(L.S) 1 JobProvision for adtional cost of sulphate resistance cement to beused in R.C.C pipe and Manholes(Difference in the rate ofordinary potland cement and sulphate resistance cement willbe paid on the basis of rates notified by the financeDepartment. 1 JobProvision for adtional cost of rapid hardening agent forcement 1 Job

16 3 3+17 Earth work excavation undressed in ordinary soil withtransportation of earth all types of soil upto three miles lead(for removal of surplus earth). Balance Earth after Backfilling50% of balance 17225 %0Cft

17 21 19 Providing and installing, C.I. ventilating shaft painted withbituminous paint with foundation bolts, as per PHED StandardDrawing STD/PD No. 4 of 1977, complete in all respects(except concrete foundation block):- ii) 24 ft. (7.30 metre)long 15 %Kg

18 6 5 Cement concrete plain i/c placing, compacting,finishing, andcuring complete i/c screening and washing of stone aggregate.Ratio 1 : 2 : 4

20 %Cft


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



19 Earth filling in streets lead up to one mile 1320 %0Cft20 19 Providing and laying Brick Pavement in the Streets in proper

camber 950 %Cft21 Provision of De silting of Man Holes 18 Each22 Provision for de-watering / by pass arrangement of sewage

water for existing sewer line 15 P.Hrs23 Transportation and Re Transporatation of earth all types when

the total disance i/c the lead covered in the item of work ismore than 1-- ft (300 mm). b) For every 330 ft additional leadof part there of beyond 1/4 mile (400m) upto one.

62678 %0Cft24 Transportation of old dismentalled material lead upto 1 mile.

6649 %0Cft25 ns RCC CRADLE 18"

Providing & Laying Crush stone 1/4" to 1" size laid under bedof sewer and around the sewer. 283.33 P.Cft

26 6 6 Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete (but excluding the the cost of steel reinforcement, itsfabrication and placing in position, etc) (a) (i) Reinforced cement concrete in roof slab, beams,columns lintels, girders and other structural members laid insitu or precast laid in position, or prestressed members cast insitu, complete in all respects:- (3) (c) Type C (nominal mix 1: 2:4) Slab

124.29 P.Cft27 6 6 (c) Type C (nominal mix 1:1 1/2:3) Envelope 45.726 P.Cft28 (b) Precast reinforced cement concrete and prestressed

reinforced cement concrete in columns, beams, lintels, staircases, shelves, etc.(3) Type C (nominal mix 1: 2: 4) 29.125 P.Cft

29 6 9 Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust fro bars ('c) Deformed bars (Grade-40) 556.01 %Kg

30 6 5 Cement concrete plain i/c placing, compacting,finishing, and curing complete i/c screening and washing of stone aggregate Ratio 1 : 2 : 4. 11.40 %Cft

31 P/Fixing Jute wrapping dipped in cement slurry. 18" i/d6.25 P.Job


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



32 3 1 ROAD RESTORATION Earthwork excavation underessed lead upto a single throw of Kassi, phaorah or shovel:- a) In ashes, sand, soft soil or silt clearance. 10819 %oCft

33 3 17 Transportaion of earth all types when the total distance i/c the lead covered in the item of work is more than 100ft (300mm) a) upto 1/4 mile (400mm) @ Rs.659/-% oCft b) For every 330' additional lead of part there of beyond 1/4 mile (400m) upto one.

10819 %oCft34 N S Supply and filling sand under trenches etc complete in all

respect. 10819 %Cft35 16 2 Providing and laying sub base course of stone product of

approved quality and grade including plaing maxing spreading and compection of sub base meterial to required depth chamber grade to achive 100% maximum dodified AASHO dry ensity including carnii) Relaying of dismenting material 4640 %Cft

36 N S Re-Transportation of old dismentalled material lead upto 2 mile.Re-used for sub base. 6440 %ocft

37 18 4 P/L base course of crushed stone aggregate of approved quality and grade, and supply and spreading of stone screening, including placing, mixing, spreading and compaction of base course material to required depth, camber and grade to achieve 100 % maximum 2705 %Cft

38 18 5 P/Laying road edging of 3" wide and 9" deep brick on end complete in all respect. 2705 P.Rft.

39 18 8 Providing surface treatment to roads, including supply of bitumen and bajiri/crushed stone aggregate of approved quality, including cleaning of road surface, heating and spraying bitumen, spreading bajri and rolling with road roller .79 Lbs bitchmen &9.75 cft bajri per 100 sft.

3606.35 %Sft.40 3 42 GULLY GRATING CHAMBER 3' x 2/1/2' (1Nos)

Earth work excavation in open cutting for sewer and manholes as shown in drawings i/c shuttering and timbering,dressing to correct section and dimension according totemplates and levels, and removing surface water, in all typeof soil except shingle, gravel and rock:-

600 %0Cft41 21 8 Construction of standard Gully gratting chamber 3' x 2-1/2'

with china ware trap as per PHE drawing No; STD/PD No: 3 of1977complete in all respect. 1 P.No.


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



42 21 1iii Providing and laying R.C.C. pipe, moulded with cementconcrete 1:1½:3, with spigot socket or collar joint, etc.including cost of reinforcement, conforming to B.S. 5911: PartI: 1981, Class \"L\" including carriage of pipe from factory tosite of work, lowering in trenches to correct alignment andgrade, jointing, cutting pipes where necessary, finishing andtesting, etc., complete. 9" I/d

50 P.Rft.43 3 13 Rehandling of earthwork lead up to a single throw of kassi,

phaorah or shovel etc complete.480 %0Cft

44 3 42 GULLY GRATING CHAMBER 12"x12" (3 Nos)Earth work excavation in open cutting for sewer and man

holes as shown in drawings i/c shuttering and timbering,dressing to correct section and dimension according totemplates and levels, and removing surface water, in all typeof soil except shingle, gravel and rock:-

1125 %0Cft45 21 7a Construction of standard Gully gratting chamber 12"x12"

with C.I Gully Trap, weighing 36.75 Kg. Frame hinged saftytype, complete in all respects. 3 P.No.

46 21 1iii Providing and laying R.C.C. pipe, moulded with cementconcrete 1:1½:3, with spigot socket or collar joint, etc.including cost of reinforcement, conforming to B.S. 5911: PartI: 1981, Class \"L\" including carriage of pipe from factory tosite of work, lowering in trenches to correct alignment andgrade, jointing, cutting pipes where necessary, finishing andtesting, etc., complete. 9" I/d

150 P.Rft.47 3 13 Rehandling of earthwork lead up to a single throw of kassi,

phaorah or shovel etc complete.900 %0Cft

48 MAKING CONNECTION OF NEW SEWER WITH EXISTINGMANHOLEDesilting of existing manhole chamber and plugging theexisting sewer line for duration of making connection withnewly laid sewer line.

4.00 P. Cft49 3 42 Earthwork excavation in open cutting for sewers and

'manholes as shown in drawings including shuttering and'timbering, dressing to correct section and dimensions'according to templates and levels, and removing surface'water, in all types of soil except shingle, gravel and rock:-0' to7'depth (12"Extting) 1404 %oCft

50 7 to 15 ft depth 600 %oCft


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



51 Making hole in wall of manhole chamber for making connection of 12" dia sewer and making leakproof it after making connection with P.C.C. 1:2:4 (N.S)

4 P.Job52 Providing and laying sand under the Rcc pipe 12" i/d

156 % Cft53 21 1 Providing and laying R.C.C. pipe, moulded with cement

concrete 1:1½:3, with spigot socket or collar joint, etc. including cost of reinforcement, conforming to B.S. 5911: Part I:285,11, Class \"L\" including carriage of pipe from factory to site of work, lowering in trenches to correct alignment and grade, jointing, cutting pipes where necessary, finishing and testing, etc., complete.12"i/d

160 P.Rft54 3 13 Rehandling of earthwork lead up to a single throw of kassi,

phaorah or shovel etc complete.1603.2 %0Cft

55 3 42 MAN HOLE CHAMBER.(ABOVE S.S.W.L.)Earthwork excavation in open cutting for sewers and manholes as shown in drawings including shuttering and timbering, dressing to correct section and dimensions according to templates and levels, and removing surface water, in all types of soil except shingle, gravel and rock. i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 13508 %o Cft

56 (ii) 7 ft. to15.0 ft. depth 1959 %o Cft

57 6 3 Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:- (d) Ratio 1:4:8 2603 % Cft

58 7 7 Pacca brick work other than building extra for pacca brick work in steining of wells or any other circular masonry . i) cement, sand mortar: Ratio 1:3 upto 10ft. (3 m) height.

7724 % Cft59 6 5 Cement concrete plain including placing, compacting, finishing

and curing complete (including screening andwashing of stone aggregate):Ratio 1: 2: 4 2457 % Cft

60 11 7 Cement plaster 1:2 upto 20' (6.00 m) height:- ½" (13 mm) thick 12575 % Sft

61 21 9 Extra for making and finishing benching floor work in manhole chamber, with 1/8" (3 mm) thick cement finish. 1928 % Sft

62 21 13 Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels. 542 Each


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



63 21 15A Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per StandardDrawing STD/PD No. 6, of 1977, complete in all respect. 137 Each

64 3 42 MAN HOLE CHAMBER.(BELOW S.S.W.L.)Earthwork excavation in open cutting for sewers and manholes as shown in drawings including shuttering and timbering, dressing to correct section and dimensions according to templates and levels, and removing surface water, in all types of soil except shingle, gravel and rock. i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 228 %o Cft

65 (ii) 7 ft. to15.0 ft. depth 0 %o Cft66 above 15' depth 0 %o Cft67 3 43 Earthwork excavation of trenches in open cutting for sewers

and manhole chambers, etc. below sub-soil water level to 'correct section and dimensions according to templates and 166 %o Cft

68 4' to 8' below SSWL 256 %o Cft69 10 5 Dry brick paving laid flat, sand grouted, including preparation

of bed by watering, ramming and bringing the same to proper camber, by ½"(13 mm) thick mud plaster.

75 %Sft70 6 3 Cement concrete brick or stone ballast 1½ " to 2" (40 mm to

50 mm) gauge, in foundation and plinth:- (d) Ratio 1: 4:8 56 % Cft

71 6 6 Providing and laying reinforced cement concrete (including prestressed concrete), using coarse sand and screened graded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finis(a)(ii) Reinforced cement concrete in slab of rafts / strip foundation, base slab of column and retaining walls; etc and other structural members other than those mentioned in 5(a) (i) above not requiring form work (i.e. horizental shut

91 P.Cft72 6 9b Fabrication of mild steel reinforcement for cement concrete,

I/c cutting, bending, laying in position, making joints and fastenings, I/c cost of binding wire and labour charges for bending of steel reinforcement ( also includes removal of rust from bars )

279 % Kgs73 7 7+10 Pacca brick work other than building upto 10ft. (3 m) height.

Extra for pacca brick work in steining of wells or any other circular masonry in cement, sand mortar: Ratio 1:3

275 % Cft


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



74 6 5 Cement concrete plain including placing, compacting, finishing and curing complete (including screening andwashing of stone aggregate): 15 % Cft

75 11 7 Cement plaster 1:2 upto 20' (6.00 m) height:- ½" (13 mm) thick

395 % Sft76 21 9 Extra for making and finishing benching floor work in manhole

chamber, with 1/8" (3 mm) thick cement finish. 20 % Sft77 21 13 Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron

step, in manhole chambers, including carriage and setting the same in work to correct lines and levels.

12 Each78 21 15A Providing and fixing 6" thick R.C.C. manhole cover with tee

shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per StandardDrawing STD/PD No. 6, of 1977, complete in all respect. 1 Each

79 22 1(a) Disposal works A)Screening Chamber Excavation of well in dry upto 20'(6 metre) below ground level,and disposal of soil within one chain (30 metre) a) in ordinarysoil or sand :-i) from 0' to 5' (o to 1.5 m) depth

1563 %oCft80 ii) from 5.1' to 10' (1.5 to 3.0 metre) depth

0 %oCft81 22 9 Providing and fixing structural steel for cutting edge. 260 %Kg82 22 8(a) Providing, making and laying R.C.C. well curb in position, using

coarse sand, including all kinds of form, moulds, curing,shuttering, rendering and finishing the exposed surface,(including screening and washing of aggregate :- a) Ratio1:1½:3 150 P.Cft

83 6 6 Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete (but excluding the the cost of steel reinforcement, itsfabrication and placing in position, etc) (a) (i) Reinforced cement concrete in roof slab, beams,columns lintels, girders and other structural members laid insitu or precast laid in position, or prestressed members cast insitu, complete in all respects:- (3) (c) Type C (nominal mix 1: 2:4) 20 P.Cft


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



84 B.(a)(ii) Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls; etc andother structural members other than those mentioned in 5(a)(i) above not requiring form work (i.e. horizental shuttering)complete in all respect. 1:2:4 73 P.Cft

85 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour chargesfor binding of steel reinforcement (also includes removal ofrust from bars.(C. Deformed bars Grade 40)

684 %Kg86 7 7 Pacca brick work other than building upto 10ft. (3 m) 'height.

'i) cement, sand mortar:-Ratio 1:3 Upto 10 ft height straight 208 %Cft

87 7 7+10 Upto 10 ft height circular 20 %Cft88 7 7+8 Upto 10 ft to 20 ft straight 307 %Cft89 7 7+10+8 Upto 10 ft to 20 ft Circular 676 %Cft90 22 2(a( Dry sinking of well in ordinary soil I/c loading and removing

excavated material with in one chain.from 10' to 15' 412 %oCft

91 22 3 Wet sinking of well in ordinary soil (value of C upto 5), fordepths below spring level, including charges of machinery,shoring, kentledge and removal of excavated spoil within onechain (30 m):- i) from o' to 10' 1029 %oCft

92 6 5+17 Cement concrete plain including placing, compacting, finishingand curing complete (including screening and washing ofstone aggregate): Extra labour for skiping concrete in well (c) Ratio 1: 1½: 3

691 %Cft93 6 5 Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing ofstone aggregate):Ration 1:2:4 21 %Cft

94 6 35 b Providing and laying vertical damp proof course with cementsand plaster and bitumen coating (b) with 2 coats of bitumen:-Ratio 1:3 3/4" thick 930 %Sft

95 11 7 Cement plaster 1:2 upto 20' (6.00 m) height:-1/2" thick 728 %Sft

96 11 7 Cement plaster 1:2 upto 20' (6.00 m) height:-1/2" thick 92 %Sft

97 11 18+31 Cement pointing struck joint in (1:2) c/s mortar with extrarate of red pigment complete. 221 %Sft


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



98 25 10+11 Fabrication of heavy steel work, with angle, tees, flat ironround iron and sheet iron for making trusses, girders, tanks,etc., including cutting, drilling, revitting, handling, assemblingand fixing, but excluding erection in position.

162 %Kg99 6 3 d Cement concrete brick or stone ballast 1½ " to 2" (40 mm to

50 mm) gauge, in foundation and plinth:- (d) Ratio 1: 6:12 U. Apren 77 %Cft

100 10 9 Brick on edge flooring, laid in 1:6 cement mortar, over a bed of¾" (20 mm) thick cement mortar 1:6. 154 %Sft

101 21 13 Providing and fixing C.I/M.I step, in manhole chambers,including carriage and setting the same in work to correctlines and levels. 35 P.No.

102 21 15 Providing and fixing 3" (75 mm) thick R.C.C. manhole cover,22" (550 mm) dia, with tee shaped C.I. frame of 20" (500 mm)clear i/d (frame weighing 37.324 Kg. or one maund) as perStandard Drawing STD/PD No. 5, of 1977, complete in allrespects. 3 P.No.

103 3 42 Earth work excavation in open cutting for sewer and manholes as shown in drawings i/c shuttering and timbering,dressing to correct section and dimension according totemplates and levels, and removing surface water, in all typeof soil except shingle, gravel and rock:-0-7 Feet 2240 %0Cft

104 7-15 Feet 1066 %0Cft105 3 42 Earth work excavation of trenches in open cutting for sewer

and man holes chamber etc. below sub soil water level incorrect section and dimension according to templates andlevels, i/c shoring timbering and shuttering of M.S. sheet onboth sides of the the trenches: 0-4Feet 896 %0Cft

106 4-8 Feet 672 %0Cft107 21 6 Lowering of sub soil water table by installation of tube well

along sewer line and pumping out water for excavation inopen cutting below sub soil water level concreting, curing,laying and jointing pipes filling hunches etc, till thecomplection of sewe line, including disposal of pumped outwater:-0-2 ft below SSWL 32 P.Rft

108 0-3 ft below SSWL 32 P.Rft109 0-4 ft below SSWL 32 P.Rft110

0-5 ft below SSWL32 P.Rft


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



111 21 3 Providing and laying R.C.C. pipe sewer, moulded with cementconcrete 1: 1½: 3 conforming to ASTM specification C – 76 –79. Class II, Wall B, i/c carriage of pipe from factory to site ofwork, lowering in trenches to correct alignment and grade,jointing with rubber ring, 'cutting pipes where necessary,testing, etc., complete. 18" I/d

32 P.Rft112 3 Rehandling of earthwork lead up 50' lead etc complete.

2645 %0Cft113 ns P/fixing position pen stock 2'x2' size VICTORIA design model

No. VEC-252-05/MC having a pedestal mounted gear head forward and reverse operation with 1HP /3 phase AC electric motor automatically operated for a lift capacity of I ton i/c control panel (N.S) 2 Each

114 18 13 Providing and fixing G.I. pipe railing as per standard drawing,80 P.Rft

115 ns RCC CRADLE " Providing & Laying Crush stone 1/4" to 1" size laid under bedof sewer and around the sewer.

181.33 P.Cft116 6 6 Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete (but excluding the the cost of steel reinforcement, itsfabrication and placing in position, etc) (a) (i) Reinforced cement concrete in roof slab, beams,columns lintels, girders and other structural members laid insitu or precast laid in position, or prestressed members cast insitu, complete in all respects:- (3) (c) Type C (nominal mix 1: 2:4) Slab

79.54 P.Cft117 6 6 (c) Type C (nominal mix 1:1 1/2:3) Envelope 29.265 P.Cft118 (b) Precast reinforced cement concrete and prestressed

reinforced cement concrete in columns, beams, lintels, staircases, shelves, etc.(3) Type C (nominal mix 1: 2: 4)

18.64 P.Cft119 6 9 Fabrication of mild steel reinforcement for cement concrete,

including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust fro bars ('c) Deformed bars (Grade-40) 355.84 %Kg


Sr.No.Chap:

No.Item No.

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Rates Quoted by

the Contractor



120 6 5 Cement concrete plain i/c placing, compacting,finishing, and curing complete i/c screening and washing of stone aggregate Ratio 1 : 2 : 4.

7.30 %Cft121 P/Fixing Jute wrapping dipped in cement slurry. 18" i/d

4.00 P.Job122 22 1(a) A)Collecting Tanks 2 Nos.

Excavation of well in dry upto 20'(6 metre) below ground level, and disposal of soil within one chain (30 metre) a) in ordinary soil or sand :-i) from 0' to 5' (o to 1.5 m) depth. 5896 %oCft

123 ii) from 5.1' to 10' (1.5 to 3.0 metre) depth5896 %oCft

124 22 9 Providing and fixing structural steel for cutting edge. 486 %kg125 22 8(a) Providing, making and laying R.C.C. well curb in position, using

coarse sand, including all kinds of form, moulds, curing, shuttering, rendering and finishing the exposed surface, (including screening and washing of aggregate :- a) Ratio 1:1½:3 746 P.Cft

126 6 6 Providing and laying reinforced cement concrete (including prestressed concrete), using coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete but excluding the cost of steel reinforcement , its fabrication and placing in position, etc) (a)(ii) Reinforced cement concrete in slab of rafts / strip foundation, base slab of column and retaining walls; etc and other structural members other than those mentioned in 5 (a) (i) above not requiring form work (i.e horizental shuttering) complete in all respects:-(3) Type C (nominal mix 1: 2: 4) 996 P.Cft

127 6 9 Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust fro bars ('c) Deformed bars (Grade-40) 5330 %Kg

128 7 7+10 Pacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3 i) 0' to 10' height 1922 %Cft

129 7 7+10+8 ii) 10' to 20' height 2732 %Cft130 7+10+8+8 ii) above 20' height 0 %Cft


Sr.No.Chap:

No.Item No.

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Rates Quoted by

the Contractor



131 22 2(a( Dry sinking of well in ordinary soil I/c loading and removing excavated material with in one chain. i) from 10' to15' depth 1438 %oCft

132 22 3 Wet sinking of well in ordinary soil (value of C upto 5), for depths below spring level, including charges of machinery, shoring, kentledge and removal of excavated spoil within one chain (30 m):- i) from 0' to 10' depth 7194 %oCft

133 i) from10' to 20' depth 0 %oCft134 6 5+17 Cement concrete plain including placing, compacting,

finishing and curing complete (including screening and washing of stone aggregate): Extra labour for skipping concrete in wells. (c) Ratio 1: 1½: 3 2912 %Cft

135 6 35 b Providing and laying vertical damp proof course with cement sand plaster and bitumen coating (b) with 2 coats of bitumen:- ii) Ratio 1:3 b) ¾ " thick (20 mm) 3488 %Sft

136 11 7 Cement plaster 1:2 upto 20' (6.00 m) height:- b) ½" (13 mm) thick i)Upto 20' Height 2376 %Sft

137 Above 20' Height 0 %Sft138 11 18 Cement pointing struck joints, on walls, upto 20' (6.00 m)

hiehgt:- a) ratio 1:2 398 %Sft

139 6 3 c Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 6:12 154 %Cft

140 10 9 Brick on edge flooring, laid in 1:6 cement mortar, over a bed of ¾" (20 mm) thick cement mortar 1:6. 412 %Sft

141 21 13 Providing and fixing angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels. 80 P.No.

142 18 13 Providing and fixing G.I. pipe railing as per standard drawing,138 P.Rft

143 22 1 A)(Pump House1 Nos. )Excavation of well in dry in ordinary soil upto 20’ below ground level, and disposal of soil with in one chain. 0 Ft. to 5 Ft. depth 3303 %oCft

144 5 Ft. to 10 Ft. depth 165 %oCft145 22 22-a Dry sinking of well in ordinary soil I/c loading and removing

excavated material with in one chain.10 Ft. to 15 Ft. depth 398 %oCft


Sr.No.Chap:

No.Item No.

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Rates Quoted by

the Contractor



146 22 8 b Providing, making and laying 1: 1-1/2: 3. R. C. C. well curb in position, using coarse sand, i/c all kinds of form, moulds, curing, shuttering, rendering and finishing the exposed surface, ( i/c screening and washing of aggregate.)

441 %Cft147 22 9 Providing and fixing structural steel for cutting edge, with

angle iron 3” x3” x 3/8”. 232 %Kg148 22 3 Wet sinking of well in ordinary soil (value of C upto 5), for

depths below spring level, including charges of machinery, shoring, kentledge and removal of excavated spoil within one chain (30 m):- i) from 0' to 10' depth 3118 %oCft

149 i) from10' to 20' depth 0 %oCft150 6 6 Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete (but excluding the the cost of steel reinforcement, itsfabrication and placing in position, etc)

(a) (i) Reinforced cement concrete in roof slab, beams,columns lintels, girders and other structural members laid insitu or precast laid in position, or prestressed members cast insitu, complete in all respects:- (2) Type B (nominal mix 1: 1½: 3) 707 P.Cft

151 (3) (c) Type C (nominal mix 1: 2: 4)1116 P.Cft

152 9 9 Fabrication of mild steel reinforcement for cement concrete, i/c cutting, bending, laying in position, making joints and fastenings, i/c cost of binding wire and labour charges for bending of steel reinforcement ( also includes removal of rust from bars )

4018 %Kg153 7 7+9 Pacca brick work 1:3 cement sand mortar other then building

up to 10 Ft height 1843 %Cft

154 up to 20 Ft height 910 %Cft

155 6 33ii Providing and laying 2” damp proof course of cement concrete 1:2: 4(using cement, sand and shingle), including bitumen coating :- (b) with 2 coats of bitumen:ii) 2" thick (50 mm)

91 %Sft156 6 5 Cement concrete plain i/c placing, compacting,finishing, and

curing complete i/c screening and washing of stone aggregate.Ratio 1 : 2 : 4

16855 %Cft


Sr.No.Chap:

No.Item No.

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Rates Quoted by

the Contractor



157 11 8b Cement plaster ½” thick 1:3 upto 20 ft; height 3105 %Sft158 above 20 ft; height 903 %Sft159 6 35 Providing and laying vertical damp proof course with cement

sand plaster and bitumen coating:-(b) with 2 coats of bitumen:- iii) Ratio 1:2 b) ¾ " thick (20 mm) 2309 %Sft

160 6 3 Cement concrete brick or stone ballast 1-1/2" to 2" gauge,in foundation and plinth Ratio 1:6:12 47 %Cft

161 10 6 Dry brick on edge paving, sand grouted, including preparation of bed by watering, ramming & bringing the same to proper camber, by ½ "(13 mm) thick mud plaster.

159 %Sft162 11 18+31 Cement pointing struck joints on wall upto 20' height ratio 1:2

i/c extra cost of labour and material for red oxide pigment in cement pointing to match with the colour of bricks.

55 %Sft163 12 51 Providing, fixing, paneled door of M.S. sheet with forged door

leaves of M.S. sheet 22 SWG fitted in hallow frame chowket 3”x 4 ½ “ made of M.S. sheet 18” SWG filled with plain cement concrete 1:3:6 etc; complete with all fittings and harmer painting i/c carriage and site and fixing in position.

28 %Sft164 25 41 Providing and fixing steel windows with openable glazed

panels, using beam section for frame 1½"x1"x5/8"x1/8" '(40x25x16x3 mm), Z-section for leaves ¾"x1"x¾"x1/8" '(20x25x20x3 mm), T-section sashes 1"x1"x1/8" (25x25x3 mm), glass panes, wooden screed for glazing embedded over a thin layer of putty duly screwed with leaves, brass fittings, holdfast, duly painted, complete in all respects,including all cost of material and labour, etc. as per approved design and as directed by the Engineer-in-charge:- with wire guageii) glass pane 2.5 mm thick

48 %Sft165 12 54 Providing and fixing M. S. flat 1/2”x 1/8” grill, i/c 3 /4”x 1/8”

M.S. flat frame, in windows of approved design, i/c painting 3 coats, complete in all respect. 48 P.Sft

166 9 14 Khassi Parnalas in cement sand mortor 1:2 12” out side width finished smooth with and floating coat of neat cement. 10 P.Rft

167 9 15 Khurras on roof 2’2’x6” 1 P.No.168 9 16 Bottom khurras or brick masonry in cement mortor 1:6:4”

x2”x4” over 3” cement concrete 1:4:8 1 Each169 11 25 a White washing new surface three costs 2042 %Sft170 13 5 c Painting of new surface, preparing surface and painting of

doors and windows any type, three coat. 124 %Sft171 10 9 Brick on edge flooring, laid in 1: 6 cement mortar, over a bed

of 3/4" thick cement mortar 1: 6, 23 %Sft


Sr.No.Chap:

No.Item No.

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Rates Quoted by

the Contractor



172 ns Providing & fixing 4" x 8" ,R.s Joist 6.6 mm thick dully painted

27 P.Rft173 25 34 Providing/fixing stair railing consisting of M.S. Box section size

1-1/2\"x3\" of 16 SWG welded with M.S. flat 1\"x1/8\" continuously and welded over M.S. square bars 5/8\"x5/8\" punched in M.S. flat 2 ¾' high @ 5½\" c/c fixed in steps of stair I/C painting 3 coats complete

40 P.Rft174 9 5 Single layer of tiles 9"x4½"x1½" (225x113x40 mm) laid over

4"(100 mm) earth and 1" (25 mm) mud plaster without Bhoosa, grouted with cement sand 1:3 on top of RCC roof 'slab, provided with 34 lbs. per %Sft. or 1.72 Kg/Sq.m bitumen coating sand blinded. 661 %Sft

175 3 21 Boundary Wall Excavation in foundation of building, bridges and otherstructures, including dagbelling, dressing, refilling aroundstructure with excavated earth, watering and rammiing leadupto one chain (30 m) and lift upto 5 ft. (1.5 m) b) in ordinary soil

1500.00 %oCft176 6 3 Cement concrete brick or stone ballast 1½ " to 2" (40 mm to

50 mm) gauge, in foundation and plinth:- (d) Ratio 1: 6:12375.00 %Cft

177 7 7 Pacca brick work other than building upto 10ft. (3 m) height.Ratio 1:5 1069.00 %Cft

178 6 33 Providing and laying damp proof course of cement concrete1:2:4(using cement, sand and shingle), including bitumencoating :- (b) with 2 coats of bitumen: 338.00 %Sft

179 7 7 Pacca brick work other than building upto 10ft. (3 m) height.Ratio 1:6 1178.00 %Cft

180 11 9 Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick 1516.00 %Sft

181 11 18+31 Cement pointing struck joints on wall upto 20' height ratio 1:2i/c extra cost of labour and material for red oxide pigment incement pointing to match with the colour of bricks.

1313.00 %Sft182 3 13 Rehandling of earthwork lead up to a single throw of kassi,

phaorah or shovel etc complete. 1013 %0Cft183 3 21 Gate & Gatepillers

Excavation in foundation of building bridges and other structures, including degbelling, dressing refilling around structure with excavated earth, watering and ramming lead upto one chain(30m)and lift upto 5 ft (1.5m) in ordinary soil.

17.00 %o Cft


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



184 6 3 Cement concrete brick or stone ballast 1½ " to 2" gauge, in foundation and plinth in 1:6:12.

7.00 % Cft185 7 4 Pacca brick work in foundation and Plinth 1:4cement sand

morter.63.00 % Cft

186 6 33 Providing and laying DPC of cement cncrete1:2:4 ( using cement sand and shingle ) i/c bitumen coating with 2 coats of bitumen 1-1/2" thick 7.00 % Sft

187 11 18+31 Cement pointing struck joints on walls upto 20'(6 m) height ratio 1:2 i/c extra cost of labour and material for red oxide pigment in cement i/c extra cost of labour and material for red oxide pigment in cement pointing to match with the colour of bricks. 98.00 % Sft

188 25 31 Making and fixing steel grated doors complete with locking aganrement angle iron 2"x2"x3/8" and 1/4" square bars, 4" center to centre.

54.00 P.Sft189 13 5 Painting guard bars, gates of iron bars, gratings, railing

(including standards, braces etc.) and similar open work:- Two Coats 90 % Sft

190 22 1 Out Fall Chamber 1 No.Excavation of well in dry in ordinary soil upto 20’ below ground level, and disposal of soil with in one chain. 0 Ft. to 5 Ft. depth 696 %oCft

191 6 3 Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:- (d) Ratio 1: 6:12

159 %Cft192 7 7 Pacca brick work other than building upto 10ft. (3 m) height. i)

cement, sand mortar:- Ratio 1:3531 %Sft

193 6 6 Providing and laying reinforced cement concrete (including prestressed concrete), using coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface , complete (but excluding the cost of steel reforcement , its fabrication and placing in position, etc. ) (a)(ii) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respect:- Ratio 1:2:4

3 P.Cft


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



194 6 8b Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars. deformed bars.( 40 Grade)

9 %kg195 6 5 Cement concrete plain including placing, compacting,

finishing and curing complete (including screening and washing of stone aggregate): (f) Ratio 1: 2: 4 40 %Cft

196 11 8 Cement plaster 1:3 upto 20' (6.00 m) height:- b) ½" (13 mm) thick 572 %Sft

197 21 9 Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels.

6 P.No#REF! N S Pumping Machinary

for .Zone-A (Disposal Works)P/Installing and Testing Including carriage to site of work with factroy charges and all incidental charges Centerifugal Sullage Pump (Approved Make ) capable of discharge 2Cusec against Head 40Ft.coupled with 15 BHP electeic moter complete with flexible coupling , flanged intermediate

1 No#REF! a) Supplying of tool kit comprising of one china spanner set ,

one china screw wrench of 12" size, one china insulated pliers 8" size and one china screw driver set.

1 No#REF! b) S/Installing Motor Control Panel suitable for 15 BHP motor

with following parts.

#REF! 1- Magnetic contactor (Fuji)3 Nos

#REF! 2-Over load Relay (Fuji) 1 No#REF! 3- Phase failure Relay (JAPAN) 1 No#REF! 4- Main Breaker (Fuji) 1 No#REF! 5- Control Breaker (Tera Saki) 3 Nos#REF! 6- Amp., Volt meters,& Indicator (SEW) lamp Set 1 No#REF! 7- Selector Switch (AMRON) Italy. 2 Nos#REF! 8- Time Relay (Fuji) 1 No#REF! c) Earthing of motor and other equipment with Copper wire

of 10 SWG in GI pipe 1/2" dia recessed or on surface of wall and floor complete.

1 No#REF! d) S/F Non return valve of 10" i/d on delivery end. 1 Job#REF! e) S/F M.S/C.I pipe 10" i/d including CI flanged specials of BSS

quality required for suction and delivery complete with painting etc. 2 No


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



#REF! f) S/F Sluice valves of 10" i/d on suction and delivery ends.1 No

#REF! g) PCC (1:2:4) foundation of pump and motor as per manufacture's specification with stain less steel nuts and bolts. 1 Job

#REF! h) Supplying of Test report from WAPDA approved contractor.1 Job

#REF! Pumping Machinary 2 P.Set#REF! 1. S/F copper conductor cable for serving connection

19/0.052" PVC

#REF! 2. insulated , sheathed, 660/1100 volts 4 core cables non armored with GI wire for supporting service pipe with stay from energy meter erected by WAPDA pole to main switch installed inside the pump house.

150 P.Rft#REF! 3. P/F danger plate and precaution chart dully framed in

wood and glass.1 P.No

#REF! 4. S/E of iron/ aluminum clad 500 Volts main switch 200 Amps. With triplepole and neutral links and HRC fuses on angle iron board with 3 mm thickM.S. sheet covering including bonding to earth with necessary flexible pipeand thimbles complete.

1 P.No#REF! 5. Earthing with G.I. Wire 8 SWG in G.I. Pipe 15 mm dia.

Recessed or onsurface of wall and floor complete with 1.5 M G.I. Pipe 50 mm dia withreducing socket 4-5 M below G. Level and 2 M away from Building plinth. 2 Jobs

#REF! 6. P/ laying, cutting, jointing, testing, cast iron / MS pipe line 16" dia with flangesand flanged joints complete in all respects including excavation oftrenches, back filling and two coats of bitumen with wrapping of polythenesheet in trenches, and painting on open portion.

70 P.RFT#REF! 7. P/Fixing Sluice valve 10" i/dia of BSS quality and weight

class 'B' for castiron pipe line including cost of jointing material.

2 P.No


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



#REF! 8. P/Fixing Non return valve 10" i/dia of BSS quality and weight class 'B' for castiron pipe line including cost of jointing material.

1 P.NO#REF! 23 29 9. Providing and fixing cast iron specials of B.S.S. Class 'B'

(such as bend, tee, cross collar, reducer, tail piece, flanged socket, flanged spigot, cap, taper, angle branch, plug, etc) for Asbestos cement pipe line, with comet joint and rubber ring, complete.

771 P.Kg#REF! 3 7 SURFACE DRAIN

'Earthwork excavation in open cutting upto 5'-0" (1.5 m) depthfor storm water channels, drains, sullage drains in open areas,roads, streets, lanes, including under pinning of walls andshoring to protect existing works, shuttering and timbering thetrenches, dressed to designed level and dimensions, trimming,removal of surface water from trenches, back filling andsurplus excavated material disposed of and dressed within 50ft. (15 m) lead.

1404 %0cft#REF! 6 3 d Cement concrete brick or stone ballast 1½ " to 2" gauge, in

foundation and plinth.(1:6:12) 450 %Cft#REF! 7 4 Pacca brick work in foundation and plinth in 1:5 ratio Cement

sand mortar.744 %Cft

#REF! 20 3 Pacca brick on edge, laid in reimbursement, in cement,sandmortar, on sides of drains and on other works where required.All joints to be completely filled and struck flush. (1:5 ratio).

1800.00 %Sft#REF! 20 6 Constructing Punjab Standard Drains. of cement concrete 1:2

½ :5, with cement concrete bedding ratio 1:6:12,complete,laid to lines, grades, slopes and shapes, rendering exposedsurface of concrete with 1:1 cement, sand mortar, ¼" thick,as per Engineer's drawing (excluding excavation):- Drain Type I 1200.00 P.Rft

#REF! 25 10+11 Fabrication of heavy steel work, with angle, tees, flat ironround iron and sheet iron for making trusses, girders ,tanks,etc., including cutting, drilling, revitting, handling ,assemblingand fixing, but excluding erection in positionErection and fitting in position iron trusses, staging of water

tanks, etc. 236.00 % Kg#REF! N S Brick Pavement

Earth filling in streets lead upto 1 mile. (N.S) 23534.00 % 0Cft


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



#REF! 18 19 Providing and laying dry brick pavement/soling in streets orroads etc. sand grouted laid in proper camber i/c reparation,watering,compaction of bed to proper camber and sandcushion. 4078.00 % Cft

#REF! 3 21 Sign Board Excavation in foundation of building etc; and other structure i/c refilling around structure & watering and ramming lift upto 5' inordinary soil. 6.00 %oCft

#REF! 6 5 Cement concrete plain i/c placing, compacting,finishing, and curingcomplete i/c screening and washing of stone aggregate. Ratio 1 : 2: 4

5.88 %Cft#REF! 23 22 (i)e Providing, laying, cutting, jointing, testing and disinfecting G.I.

pipeline in trenches, with socket joints, using G.I. pipes of B.S.S.1387-1967 complete in all respects, with specials and valves.Medium quality 2" i/d

46.00 P. Rft#REF! 25 10+11 Fabrication of heavy steel work, with angle, tees, flat iron, round

iron, & sheet iron for making trusses, girders, tanks, etc, i/c cutting,drilling, revitting, handling, assembling and fixing ,Erection and fitting in position iron trusses, staging of water tanks,etc. 43.20 %kg

#REF! 13 5(d) Painting new surface:-d) Preparing surface and painting guard bars, gates of iron bars,gratings, railing (including standards, braces, etc.) and in similaropen work:-(3 Coats) 48.00 %Sft.

#REF! 13 5(e) Painting new surface preparing surface and painting of litters,framing skirtings pipes, gutters, and similar linear work notexceeding 6" (150 mm) girth (3 coats)

46.00 %Lft.#REF! 13 10 Writing letters or figures, per letter, per inch (25 mm) height.

564.00 P.No#REF! 3 7 Sullage Carrier

Earth work excavation in ordinary soil in open cuttiong upto 5'depth for storm water channels,drain,sullage drain in openarea, roads streets lanes i/c under pinning of walls an shoringto protect existing works shuttering and timbering, trenches,dressing etc, complete in all respect 27000.00 %oCft

#REF! 6 3 Cement concrete brick or stone ballast 1½ " to 2" (40 mm to50 mm) gauge, in foundation and plinth:- (d) Ratio 1: 6:18

9000.00 %Cft#REF! 7 7i Pacca brick work other then building in 1:4 cement sand

morter up to 10 ft. hight.25313.00 %Cft

#REF! 11 8 Cement plaster 1:3 upto 20' (6.00 m) height:- b) ½" (13 mm) thick 40500.00 %Sft


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



#REF! 6 5 Cement concrete plain including placing, compacting, finishingand curing complete (including screening and washing ofstone aggregate): (f) Ratio 1: 2: 4

2970.00 %Cft19 6 6 Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete (butexcluding the cost of steel reinforcement, its fabrication andplacing in position, etc.):-(a) (I).Reinforced cement concrete inroof slab , beams , columns , lintels , girders and otherstructural members laid in situ or pre cast laid in position , orpre stressed members cast in situ , complete in all respect. TypeC (nominal mix 1: 2 : 4 . 5198 P.Cft

20 6 9b Fabrication of mild steel reinforcement for cement concrete, I/ccutting, bending, laying in position, making joints andfastenings, I/c cost of binding wire and labour charges forbending of steel reinforcement ( also includes removal of rust 15906 % Kgs

#REF! P/Fixing PCC Nakka 24" i/d Complete in all respects.10.00 Each

#REF! 3 21 RCC CULVERTExcavation in foundation of building etc; and other structurei/c re filling around structure & watering and ramming lift upto5' in ordinary soil.

246 %oCft

#REF! 10 3 Providing, laying, watering and ramming brick ballast 1½\" to2\"(40 mm to 50 mm) gauge mixed with 25% sand, for floorfoundation, complete in all respects

62 %Cft

#REF! 6 5f cement concrete plain i/c placing compacting, finishing andcuring complete(i/c screening and washing of stoneaggregate)Ratio (1;2;4)

6.50 %Cft

#REF! 7 4 Pacca brick foundation and plinth up to 10' height Ratio (1;2;4) 185 %Cft

#REF! 11 8 cement plaster 1/2'' thick ratio 1;3 192.00 %Sft#REF! 6 9 Fabrication of millled steel reinforcement for cement

concrete i/c cutting bending laying in position making jointsand fastening i/c cost of binding wire and labour charges forbbinding of reinforcement (b) deformed bars grade -40

109.00 %Kg


Sr.No.Chap:

No.Item No.

Qty. Unit

Rates Quoted by

the Contractor



#REF! 6 6 Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete (butexcluding the cost of steel reinforcement, its fabrication andplacing in position, etc.):-.(a) (i) ratio 1;2;4 (With outshuttring)

28 P.Cft

#REF! N S Tuff Tiles.Earth filling in streets lead upto 1 mile. (N.S) 5000.00 % 0CftCement concrete brick or stone ballast 1½ " to 2" gauge,mixed with 25% sand for floor foundation

1875 %Cft18 5 Providing and laying road edging of 3" (three inches)

wide and 9" (Nine inches) deep brick on end complete inall respect.

1000 P.Rft10 43 Providing and laying Tuff pavers, having 7000 PSI,

crushing strength of approved manufacturer, over 2" to 3"sand cushion i/c grouting with sand in joints i/c finishingto require slope complete in all respect. (50% Grey /50% Coloured) b) 60-mm thick 5000 P.Sft

Rate below estimated Rates5%6%7%8%9%

10% or below as per notification issued by FD No

Signature of Contractor with full address

9%

Executive Engineer Public Health Engg; Division

Rahim yar khan

Performance Security5%6%7%8%


2 No DNIT RYK & LQP.xlsx

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