M&I rate contract work-Estimate.xlsx - Amazon AWS

Sr. No. Discription of work Unit Qty. Rate Amount

1 PIPELINE WORKSLAYING & WELDING OF PRODUCT PIPELINE (ABOVE GROUND) IN

ZONE-A

Laying and welding (3 runs min.) above ground/ below ground

pipelines from supplied MS pipes (pipes to be supplied anywhere

within the depot and the contractor shall shift the same to the site

of work at no extra cost with all leads and lifts) of the following

sizes as described below, including cutting bevelling and fixing the

supplied specials such as elbows, bends tees, reducers etc

2 600 mm dia pipe M 1.00 6401.07 6,401.07

3 500 mm dia pipe M 1.00 5334.03 5,334.03

4 450 mm dia pipe M 1.00 4799.34 4,799.34

5 400 mm dia pipe M 1.00 4266.99 4,266.99

6 350 mm dia pipe M 1.00 3733.47 3,733.47

7 300 mm dia Pipe M 1.00 3244.41 3,244.41

8 250 mm dia pipe M 1.00 2712.06 2,712.06

9 200 mm dia pipe M 1.00 2171.52 2,171.52

10 150 mm dia pipe M 1.00 1638.00 1,638.00

11 100 mm dia pipe M 1.00 1097.46 1,097.46

12 80 mm dia pipe M 1.00 830.70 830.70

13 LAYING & WELDING OF PRODUCT PIPELINE (ABOVE GROUND) IN

ZONE-B







complete and hydrotesting the pipelines at 10.5 KSC for a

minimum period of 4 Hrs.

The job includes dye penetration (DP) testing of pipeline joints as

per approved QAP.Above ground pipeline to be laid on concrete

pedestals (which is to be constructed as per the respective item of

this schedule)/ piperacks/ TLF shed/ pump house and manifolds

and painting the pipeline as per the specifications enclosed

including the colour coding as per IOC specifications. Welding of

pipeline should conform to Radiography quality. 10% of the joints

shall be radiograped and the cost of the same will be paid

separately as per respective item etc. and as directed at site.

Note:

a. Any repairs to the defective welding shall be made good at no

extra cost. Re radiography of repaired joint shall also be at

contractor's cost.

b. The rates quoted also to include colour coding of pipelines as

per the standards.

Painting Specification: Application for External/ Internal painting

for all product tanks shall be carried out by means of AIRLESS

SPRAY PAINTING SYSTEM only.

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14 600 mm dia pipe M 1.00 6004.98 6,004.98

15 500 mm dia pipe M 1.00 5004.15 5,004.15

16 450 mm dia pipe M 1.00 4503.73 4,503.73

17 400 mm dia pipe M 1.00 4003.32 4,003.32

18 350 mm dia pipe M 1.00 3502.90 3,502.90

19 300 mm dia Pipe M 1.00 3002.49 3,002.49

20 250 mm dia pipe M 1.00 2502.07 2,502.07

21 200 mm dia pipe M 1.00 2001.66 2,001.66

22 150 mm dia pipe M 1.00 1501.24 1,501.24

23 100 mm dia pipe M 1.00 1000.83 1,000.83

SUB: Rate Contract for Carrying Out Repair & Maintenance Work of Tanks and Pipelines at Operating Locations (Terminals, Depots) under Uttar Pradesh State

Office-I.

Ref. No.: UPSO-I/ENG/ M&I/Rate Contract Date 13.3.2018

INDIAN OIL CORPORATION LIMITED

UTTAR PRADESH STATE OFFICE-I

ESTIMATE



Office-I.


ESTIMATE

24 80 mm dia pipe M 1.00 759.25 759.25

25 LAYING & WELDING OF PRODUCT PIPELINE (UNDER GROUND) IN

ZONE A & ZONE B

Laying and welding (3 runs min.) under ground/ below ground









per approved QAP.Underground pipelines to be laid at a depth as

per site condition/ laying through hume pipes/ culverts & painting

the same as detailed in the enclosed specifications. Welding of

pipeline should be to Radiography quality. 10% of the joints shall

be radiographed and the cost of the same will be paid separately

as per respective item etc. and as directed at site.

Note: a. Any repairs to the defective welding shall be made good

at no extra cost. Re radiography of repaired joint shall also be at

contractor's cost. b. Civil works for laying of UG pipeline laying will

be paid separately. c. Wrapping/Coating to be done as per

specification given below & detailed specification given in tender

document.

i) Sand blast to SA 2.5

ii) Apply a coat of primer (Coal Tar and solvent based primer) of

density 0.90 to 0.95 gms/cm3 and viscosity of 1000-2000

centipoise (Pypkote primer manufacture by IWL or its equivalent)

at the rate of 100 gms/sq.m. The primer shall be allowed to dry

-

26 600 mm dia pipe M 1.00 9713.34 9,713.34

27 500 mm dia pipe M 1.00 8091.72 8,091.72

28 450 mm dia pipe M 1.00 7280.91 7,280.91

29 400 mm dia pipe M 1.00 6473.61 6,473.61

30 350 mm dia pipe M 1.00 5663.97 5,663.97

31 300 mm dia Pipe M 1.00 5002.92 5,002.92

32 250 mm dia pipe M 1.00 4193.28 4,193.28

33 200 mm dia pipe M 1.00 3360.24 3,360.24

34 150 mm dia pipe M 1.00 2551.77 2,551.77

35 100 mm dia pipe M 1.00 1718.73 1,718.73

36 80 mm dia pipe M 1.00 1313.91 1,313.91

37 LAYING & WELDING FIRE HYDRANT PIPELINES (ABOVE GROUND)

IN ZONE-A

Above ground pipeline to be laid on concrete pedestals (which is

to be constructed as per the respective item of this schedule)/ FH

pump house and manifolds and painting the pipeline as per the

specifications enclosed. ( radiography shall not be done for fire

hydrant lines & for lines to be used for water services)

Note:

a. For the sizes of piping below 150 mm, direct stub connection

shall be made on the headers with suitable pad plates and the rate

quoted should include the same.

Painting Scheme : Application for External/ Internal painting for all

product tanks shall be carried out by means of AIRLESS SPRAY

PAINTING SYSTEM only.

1. Surface Preparation as per SA 2½

2. Primer : P1-Inorganic Zinc Ethyl Silicate: Single Coat: DFT-65-75µ

3. Intermediate Coat : U1-Polyamide cured HB Epoxy MIO : Single

Coat: DFT-100-125µ

4. Finish Coat : F1-Two Pack Acrylic Poly-Urethane(PU) : Single

Coat: DFT-40-50µ

Total Min DFT 215µ

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38 600 mm dia pipe M 1.00 6176.43 6,176.43

39 500 mm dia pipe M 1.00 5146.83 5,146.83

40 450 mm dia pipe M 1.00 4630.86 4,630.86

41 400 mm dia pipe M 1.00 4117.23 4,117.23



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ESTIMATE

42 350 mm dia pipe M 1.00 5579.73 5,579.73

43 300 mm dia Pipe M 1.00 3132.09 3,132.09

44 250 mm dia pipe M 1.00 2618.46 2,618.46

45 200 mm dia pipe M 1.00 2096.64 2,096.64

46 150 mm dia pipe M 1.00 1581.84 1,581.84

47 100 mm dia pipe M 1.00 1060.02 1,060.02

48 80 mm dia pipe M 1.00 802.62 802.62

49 LAYING & WELDING OF FIRE HYDRANT PIPELINES (ABOVE

GROUND) IN ZONE-B










per approved QAP.Above ground pipeline to be laid on concrete

pedestals (which is to be constructed as per the respective item of

this schedule)/ FH pump house and manifolds and painting the

pipeline as per the specifications enclosed. ( radiography shall not

be done for fire hydrant lines & for lines to be used for water

services)

Note:

a. For the sizes of piping below 150 mm, direct stub connection

shall be made on the headers with suitable pad plates and the rate


Painting Scheme : Application for External/ Internal painting for all

product tanks shall be carried out by means of AIRLESS SPRAY

PAINTING SYSTEM only.


2. Primer : P3-Red Oxide Zinc Phosphate Primer : Two Coats: DFT-

30-35µ per coat

3. Finish Coat : F2-Aluminium Finish Paint : Two Coats : DFT-15-20µ

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50 600 mm dia pipe M 1.00 5780.34 5,780.34

51 500 mm dia pipe M 1.00 4816.95 4,816.95

52 450 mm dia pipe M 1.00 4335.25 4,335.25

53 400 mm dia pipe M 1.00 3853.56 3,853.56

54 350 mm dia pipe M 1.00 3371.86 3,371.86

55 300 mm dia Pipe M 1.00 2890.17 2,890.17

56 250 mm dia pipe M 1.00 2408.47 2,408.47

57 200 mm dia pipe M 1.00 1926.78 1,926.78

58 150 mm dia pipe M 1.00 1445.08 1,445.08

59 100 mm dia pipe M 1.00 963.39 963.39

60 80 mm dia pipe M 1.00 731.17 731.17



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ESTIMATE

61 LAYING & WELDING OF FIRE HYDRANT PIPELINES (UNDER

GROUND) IN ZONE-A & ZONE-B










per approved QAP.

Underground pipelines to be laid at a depth as per site condition/

laying through hume pipes/ culverts & doping the same as

detailed in the enclosed specifications. ( radiography shall not be

done for fire hydrant lines & for lines to be used for water

services). Note: a. Civil works for laying of UG hydrant pipeline will

be paid separately. b. Wrapping/Coating to be done as per

specification given below & detailed specification given in tender

document.

i) Sand blast to SA 2.5

ii) Apply a coat of primer (Coal Tar and solvent based primer) of

density 0.90 to 0.95 gms/cm3 and viscosity of 1000-2000

centipoise (Pypkote primer manufacture by IWL or its equivalent)

at the rate of 100 gms/sq.m. The primer shall be allowed to dry

until the solvent evaporates and the surface becomes tacky.

iii) Pypkote AW 4mm tape is wound around the pipe in spiral

fashion and bonded completely to the primer coated surface of the

-

62 600 mm dia pipe M 1.00 9488.70 9,488.70

63 500 mm dia pipe M 1.00 7904.52 7,904.52

64 450 mm dia pipe M 1.00 7112.43 7,112.43

65 400 mm dia pipe M 1.00 6323.85 6,323.85

66 350 mm dia pipe M 1.00 5532.93 5,532.93

67 300 mm dia Pipe M 1.00 4890.60 4,890.60

68 250 mm dia pipe M 1.00 4099.68 4,099.68

69 200 mm dia pipe M 1.00 3285.36 3,285.36

70 150 mm dia pipe M 1.00 2495.61 2,495.61

71 100 mm dia pipe M 1.00 1681.29 1,681.29

72 80 mm dia pipe M 1.00 1285.83 1,285.83

73 Fabrication, edge preparation and laying of supplied pipes above

ground, including leading, laying / placing on pedestals / racks upto

7.2m height from GL / TLF Shed / Pump House / manifolds as per

specifications enclosed, welding (Radiographic quality), hydro-

testing, de-watering and cleaning. Cost of pipeline pedestals and

radiography will be paid separately. Hydrostatic pressure testing

shall be done at 10.5 Kg / sqcm. Rates does not include welding of

flanges. Note: Any repairs to the defective welding shall be made

good at no extra cost. Re radiography of repaired joint shall also be

at contractor's cost.PRODUCT PIPELINE.

The Rates includes the jobs as mentioned above, and the payments

would be made as per nos. of joint basis only. These joints include

no. of weld joints of Bend, Tee, Reducer, Olet etc

a) For the sizes of piping above 50mm dia, Pipe shall be API 5L Gr. B

b) For the sizes of piping 50mm dia and below Pipe shall be ASTM

A106 Gr. B

74 450 mm dia JOINT 1.00 9300.00 9,300.00

75 400 mm dia JOINT 1.00 8266.00 8,266.00

76 350 mm dia JOINT 1.00 7233.00 7,233.00

77 300mm dia. JOINT 1.00 6,200.00 6,200.00

78 250mm dia. JOINT 1.00 5,167.00 5,167.00



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ESTIMATE

79 150mm dia. JOINT 1.00 3,100.00 3,100.00

80 100mm dia. JOINT 1.00 2,067.00 2,067.00

81 80mm dia. JOINT 1.00 1,550.00 1,550.00

85 Radiography inspection on product pipe joints of all types and

thickness including providing all necessary equipment required to

perform the work as per our specification and direction of

engineer-in-charge. The radiographs shall be submitted to the

engineer in charge at site/ third party inspecting agency.

Note: Retaking of radiography due to defective welds/ defective

films/ defective workmanship etc. will be to contractor's cost. For

every failure, radiography has to be done for three additional

joints of same dia. at contractor's cost.

-

86 600 mm dia pipe EA 1.00 4867.20 4,867.20

87 500 mm dia pipe EA 1.00 4118.40 4,118.40

88 450 mm dia pipe EA 1.00 3744.00 3,744.00

89 400 mm dia pipe EA 1.00 3369.60 3,369.60

90 350 mm dia pipe EA 1.00 2995.20 2,995.20

91 300 mm dia Pipe EA 1.00 2620.80 2,620.80

92 250 mm dia pipe EA 1.00 2246.40 2,246.40

93 200 mm dia pipe EA 1.00 1872.00 1,872.00

94 150 mm dia pipe EA 1.00 1497.60 1,497.60

95 100 mm dia pipe EA 1.00 1123.20 1,123.20

96 80 mm dia pipe EA 1.00 748.80 748.80

97 Provision of Saddle plates for Product & Hydrant Pipelines over

pedestals including cutting and fabrication of saddle plates from

supplied MS pipes and welding of the same on pipelines under

pedestals with minimum 3 run of welding complete as per

specifications, drawings and directions of Engineer in charge.

-

98 600 mm dia pipe EA 1.00 9410.25 9,410.25

99 500 mm dia pipe EA 1.00 6534.95 6,534.95

100 450 mm dia pipe EA 1.00 6477.00 6,477.00

101 400 mm dia pipe EA 1.00 6419.11 6,419.11

102 350 mm dia pipe EA 1.00 6360.21 6,360.21

103 300 mm dia Pipe EA 1.00 4779.73 4,779.73

104 250 mm dia pipe EA 1.00 3893.29 3,893.29

105 200 mm dia pipe EA 1.00 3866.78 3,866.78

106 150 mm dia pipe EA 1.00 3226.74 3,226.74

107 100 mm dia pipe EA 1.00 2777.13 2,777.13

108 80 mm dia pipe EA 1.00 2746.70 2,746.70



Office-I.


ESTIMATE

109 RE-PAINTING OF PRODUCT / HYDRANT PIPELINE IN ZONE-A:

Painting of External surface including color coding of Mild Steel

above ground Pipeline & Fittings such as valves, flanges etc. as per

the attached technical specification and direction of Site engineer.

Item also includes painting of structural surface as per the

following painting scheme:

i. Surface preparation: St-2/St-3

ii. Primer: P4-Self Priming HB Epoxy Primer : One Coat : DFT 100-

125µ

iii. Intermediate Coat: U1-Polyamide cured HB Epoxy mastic

coating : One Coat: DFT 100-125µ

iv. FinishPaint: F1-Two Pack Acrylic Polyerethane (PU) : One Coat:

DFT 40-50µ per coat

v. Total min DFT : 240µ

The items include supply of paints and other required material,

scafolding, labours, tools and tackles etc.

-

110 600 mm dia pipe M 1.00 754.13 754.13

111 500 mm dia pipe M 1.00 628.44 628.44

112 450 mm dia pipe M 1.00 565.60 565.60

113 400 mm dia pipe M 1.00 502.76 502.76

114 350 mm dia pipe M 1.00 439.91 439.91

115 300 mm dia Pipe M 1.00 377.07 377.07

116 250 mm dia pipe M 1.00 314.22 314.22

117 200 mm dia pipe M 1.00 251.38 251.38

118 150 mm dia pipe M 1.00 188.53 188.53

119 100 mm dia pipe M 1.00 125.69 125.69

120 80 mm dia pipe M 1.00 100.55 100.55

121 RE-PAINTING OF PRODUCT / HYDRANT PIPELINE IN ZONE-B:

Painting of External surface including color coding of Mild Steel

above ground Pipeline & Fittings such as valves, flanges etc. as per

the attached technical specification and direction of Site engineer.

Surface preparation: St-2/St-3

Primer: P3-Red Oxide Zinc Phosphate Primer : One Coat : DFT 30-

35µ

FinishPaint: F2-Aluminium Finish Paint : Two Coats: DFT 15-20µ per

coat

Total min DFT : 60µ

The items include supply of paints and other required material,


-

122 600 mm dia pipe M 1.00 556.92 556.92

123 500 mm dia pipe M 1.00 464.10 464.10

124 450 mm dia pipe M 1.00 417.69 417.69

125 400 mm dia pipe M 1.00 371.28 371.28

126 350 mm dia pipe M 1.00 324.87 324.87

127 300 mm dia Pipe M 1.00 278.46 278.46

128 250 mm dia pipe M 1.00 232.05 232.05

129 200 mm dia pipe M 1.00 185.64 185.64

130 150 mm dia pipe M 1.00 139.23 139.23

131 100 mm dia pipe M 1.00 92.82 92.82

132 80 mm dia pipe M 1.00 74.26 74.26

133 Welding of the supplied CS WNRF flanges on the pipelines with 1

run inside and two runs outside etc compete and as per

specifications enclosed.

-

134 600 mm dia EA 1.00 7916.22 7,916.22

135 500 mm dia EA 1.00 6596.46 6,596.46

136 450 mm dia EA 1.00 5937.75 5,937.75



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ESTIMATE

137 400 mm dia EA 1.00 5277.87 5,277.87

138 350 mm dia EA 1.00 4617.99 4,617.99

139 300 mm dia EA 1.00 3958.11 3,958.11

140 250 mm dia EA 1.00 3298.23 3,298.23

141 200 mm dia EA 1.00 2639.52 2,639.52

142 150 mm dia EA 1.00 1979.64 1,979.64

143 100 mm dia EA 1.00 1319.76 1,319.76

144 80 mm dia EA 1.00 989.82 989.82

145 25 mm dia EA 1.00 585.00 585.00

146 20 mm dia EA 1.00 468.00 468.00

147 Making flanged joints between flanges (WNRF/SORF/BLRF)

including supplying and fixing 3 mm thick SW SS gaskets with

graphite fillers, studs, nuts, bolts of approved make for the

following sizes, as per IOCL specifications and site instructions. The

flange joint shall also include providing and fixing multistrand

copper wire/flat for bonding of product pipelines including

provision of lugs.

-

148 600 mm dia EA 1.00 9126.00 9,126.00

149 500 mm dia EA 1.00 7605.00 7,605.00

150 450 mm dia EA 1.00 6844.50 6,844.50

151 400 mm dia EA 1.00 6084.00 6,084.00

152 350 mm dia EA 1.00 5323.50 5,323.50

153 300 mm dia EA 1.00 4563.00 4,563.00

154 250 mm dia EA 1.00 3802.50 3,802.50

155 200 mm dia EA 1.00 3042.00 3,042.00

156 150 mm dia EA 1.00 2047.50 2,047.50

157 100 mm dia EA 1.00 1500.00 1,500.00

158 80 mm dia EA 1.00 1300.00 1,300.00

159 Making flanged joints between flanges (WNRF/SORF/BLRF)

including supplying and fixing 3 mm thk PTFE gaskets, studs/ nuts

etc. of approved make for the following sizes as per IOC

specifications and site instructions. The flange joints shall also

include providing and fixing multistrand copper strip/flat for

bonding of product pipelines , Cost of strand/ GI flat shall be paid

separately as per rate in RM.

(for Ethanol)

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160 150 mm dia EA 1.00 1590.00 1,590.00

161 100 mm dia EA 1.00 1060.00 1,060.00

162 80 mm dia EA 1.00 848.00 848.00

163 50 mm dia EA 1.00 530.00 530.00

164 25 mm dia EA 1.00 400.00 400.00

165 Fixing & Installation of the supplied ROSOV / DBBV / MOV / GOGV

/ PLUG VALVE / CS GATE VALVE / QUARTER TURN VALVE / BALL

VALVE of the following sizes on the pipeline including supplying

and fixing 3 mm thk SW SS gaskets, studs/nuts etc of approved

make for the following sizes as per specifications and site

instructions.

Note: The rate quoted for the above items should include:

a. mechanical cleaning/greasing of the valves after erection.

b. supplying and painting the valves/ fittings etc. with two coats of

P3 primer and two coats of F4 finish paint of approved colour and

shade as per colour coding specifications for fittings on product/

fire hydrant lines.

c. Fittings on ethanol service shall be provided with PTFE gaskets

3mm thk.

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ESTIMATE

166 600 mm dia EA 1.00 18252.00 18,252.00

167 500 mm dia EA 1.00 15210.00 15,210.00

168 450 mm dia EA 1.00 13689.00 13,689.00

169 400 mm dia EA 1.00 12168.00 12,168.00

170 350 mm dia EA 1.00 10647.00 10,647.00

171 300 mm dia EA 1.00 9126.00 9,126.00

172 250 mm dia EA 1.00 7605.00 7,605.00

173 200 mm dia EA 1.00 6084.00 6,084.00

174 150 mm dia EA 1.00 4095.00 4,095.00

175 100 mm dia EA 1.00 3744.00 3,744.00

176 80 mm dia EA 1.00 3510.00 3,510.00

177 25 mm dia EA 1.00 1755.00 1,755.00

178 Installing the supplied auto recirculation valves as per

specifications on the product pump headers at the TLF pump house

including supplying, providing and welding flanges of matching

sizes.

Note:

a. The job includes mechanical cleaning of valves and painting of

the valves with 2 coats of P3 primer and 2 coats F4 finish paint of

approved colour and shade as per the directions of site in charge.

The job includes providing and fixing impulse as per

manufacturer's recommendations.

b. Bonding of the valves shall be done using multistrand copper

wire/flat for bonding of product pipelines including provision of

lugs.

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179 150 mm dia (suitable for 6000 LPM - MS/ SKO/ HSD TLF pumps) EA 1.00 4212.00 4,212.00

180 100 mm dia (suitable for 2400 - 4800 LPM - MS/ SKO/ HSD TLF

pumps)

EA 1.00 2808.00 2,808.00

181 80 mm dia (suitable for 900 - 1800 LPM - MS/ SKO/ HSD TLF pumps) EA 1.00 2106.00 2,106.00

182 Installing the supplied bucket type (100 mesh) strainers as per

specs and drawing for the product pumps for the following LPM &

pipeline sizes:

Note: The strainers shall be cleaned and painted with 2 coats of P3

primer and 2 coats of F4 finish paint of approved colour and shade

etc as per the directions of the site engineer & the rates quoted

should include the same.

-

183 300 mm dia (Bucket type) EA 1.00 9360.00 9,360.00





188 Installing the supplied Y type (40 mesh) strainers as per specs and

drawing for the hydrant / water piping system including fire water

pumps & sprinkler/foam headers for the following LPM & pipeline

sizes:

Note: The strainers shall be cleaned and painted with 2 coats of P3

primer and 2 coats of F4 finish paint of approved colour and shade

etc as per the directions of the site engineer & the rates quoted

should include the same.

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189 300 mm (Y type) & flowrate 616KL/HR EA 1.00 9360.00 9,360.00


191 150 mm (Y type) & flowrate 2400 LPM EA 1.00 4095.00 4,095.00




Office-I.


ESTIMATE

193 Installing the supplied thermal relief valves for the product pipeline

and fixing the same on the pump discharge lines to TLF including

painting the valves and connected piping with 2 coats of P3 primer

and 2 coats of F4 finish paint of approved colour and shade as per

the directions of site engineer.

Note:

a. The 20/ 25 mm dia piping connected to the TRVs shall be

measured and paid separatey under respective items.

b. The job also includes providing and fixing 8SWG copper wire for

the flange joints of the assembly.

EA 1.00 1755.00 1,755.00

194 Fabarication & installation of the following sizes of MS pipes

(ASTM A 106 B, SCH-40) as per specification including cutting,

welding, laying etc as per site requirement including blast cleaning

the surfaces of the pipes to SA 2 1/2 and painting with two coats

of P3 primer and two coats of F2 finish paint as per enclosed

specifications etc complete and as per site directions.

Note: The job includes providing and welding necessary fittings

such as bends/ tees/ flanges etc complete.

-

195 25mm dia. M 1.00 284.31 284.31

196 20mm dia. M 1.00 232.83 232.83

197 Fixing the supplied Class-150 CS non return valves (swing check /

lift ) for product and fire hydrant lines as per enclosed specification

& drawings. NRVs shall be mechanically cleaned (St-2) & painted

with 1 coat of P4 primer and 2 coats of F1 finish paint of approved

colour and shade as per specifications and as per directions of site

in charge. Rate is also inclusive of boding with multi-strand Cu

strips.

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198 300 mm dia EA 1.00 8424.00 8,424.00

199 250 mm dia EA 1.00 7020.00 7,020.00

200 200 mm dia EA 1.00 5616.00 5,616.00

201 150 mm dia EA 1.00 4095.00 4,095.00

202 100 mm dia EA 1.00 2808.00 2,808.00

203 80 mm dia EA 1.00 2106.00 2,106.00

204 25 mm dia EA 1.00 1755.00 1,755.00

205 25 mm dia Class-800 EA 1.00 1755.00 1,755.00

206 Mounting, installing, aligning, testing and commissioning of the

power driven product pumpsets supplied by IOC without causing

damage to pumpsets and its accessories. Pumpsets shall be

erected and aligned as per manufacturer's drawings.

Note: The pumpsets shall be supplied anywhere within the

premises and the contractor shall undertake to lead the same to

the foundations at no extra cost. The cost of foundation shall

be measured & paid separately under respective civil items.

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207 600 LPM X 30-50 M Head (Submersible Turbine Pump)

Note: The pumpsets shall be erected with all accessories on UG tank

manhole plates as per manufacturer's recommendations

EA 1.00 29450.00 29,450.00

208 1200 LPM X 30-50 M Head (Submersible Turbine Pump)

Note: The pumpsets shall be erected with all accessories on UG tank

manhole plates as per manufacturer's recommendations

EA 1.00 29450.00 29,450.00

209 6000 LPM X 30-60 M Head (OCF Pump) EA 1.00 22500.00 22,500.00







Office-I.


ESTIMATE



216 Installation of the supplied diesel engine driven fire pumpsets

mounted on common base frame on foundations including grouting

of supplied foundation bolts without causing damage to the pumps

/ foundation & accessories. The pumpset (fire engines) shall be

installed including supplying and providing AVM pads, grouting the

foundation bolts into the the pockets provided in the foundation

and aligning the pumpset etc. complete as per directions of site in

charge.

Note: a. The job includes transportation of fire engines from any

location inside the Terminal / Installation / Depot premises to the

Fire Water Pumphouse at no extra cost.

b. The item rate quoted should also include cooling water piping

with fittings etc complete.

c. Civil works for foundation will be paid separately

Fire Pumpset Size : 616 Cum/ Hr X 105 M head.

EA 1.00 46800.00 46,800.00

217 Installation of the supplied diesel engine driven fire pumpsets

mounted on common base frame on foundations including grouting

of supplied foundation bolts without causing damage to the pumps

/ foundation & accessories. The pumpset (fire engines) shall be

installed including supplying and providing AVM pads, grouting the

foundation bolts into the the pockets provided in the foundation

and aligning the pumpset etc. complete as per directions of site in

charge.

Note: a. The job includes transportation of fire engines from any

location inside the Terminal / Installation / Depot premises to the

Fire Water Pumphouse at no extra cost.

b. The item rate quoted should also include cooling water piping

with fittings etc complete.

c. Civil works for foundation will be paid separately.

Fire Pumpset Size : 410 Cum/ Hr X 88 M head.

EA 1.00 29250.00 29,250.00

218 Installation of supplied fuel tanks on MS structural supports

including supplying and providing medium duty MS lines for supply

and return lines to the fire pump from the fuel tank. The MS

structural supports for fuel tank shall be blast cleaned to SA 2 1/2

and painting with two coats of P3 primer and two coats of F4 finish

paint of approved colour & shade as per enclosed specifications and

as per directions of site in charge

Note : The item rate should include MS structural supports for the

above job. Tenderers to note that fuel tanks shall be located such as

to provide for gravity flow for fuel to the fire pumps.

EA 1.00 58500.00 58,500.00

219 Installing the supplied starter/ auto starter assembly of the fire

pumps including supplying and erecting the same on ISA 65 x 6

including necessary CC support pillars, blast cleaning of the

structures to SA 2 1/2 and painting the structure with two coats of

P3 primer and F4 finished paint as per enclosed specification and as

per directions of site in charge

EA 1.00 21060.00 21,060.00

220 Supplying and fixing battery stand using ISA 65 x 6 MS angle iron

supports with necessary foundation including providing teak wood

plank 20 mm thk for positioning 2x12 V batteries & connecting the

same with starter/auto starter assembly / rechargers etc. complete

Note: The structurals shall be mechanical cleaned and painted with

2 coats of P3 primer and 2 coats of F4 finish paint of approved

colour and shade as per site directions.

EA 1.00 7020.00 7,020.00



Office-I.


ESTIMATE

221 Supplying, fabricating, welding, erecting with suitable supports 150

mm dia medium duty MS ERW tube as per IS 1239 for exhaust line

of fire pumps including installing and erecting the supplied metalic

bellows and silencer; the exhaust pipe shall be adequately

supported in the fire pump house with suitable arrangements; the

entire exhaust pipe shall be lagged using 12 mm dia asbestos rope

and cladding the line in 22 g aluminium sheet with necessary riveting

and fixing;

The exhaust pipe outside the fire pump house shall be taken to a

minimum height of 3 mtrs. above the roof and supported by means

of suitable brackets / guy wires / angle support; The exhaust shall

also be provided with suitable arrangements so as to prevent water

from entering the pipes. The entire work arrangement shall be

completed as per specifications and directions of site in charge.

Note: a. The asbestos rope shall be as per IS supplied by M/s.

Champion/ M/s. Hindustan Composites. B. The

approximate length of 150 mm dia line shall be 15 m per set c. The

exhaust line after the silencer shall be painted with 2 coats of primer

and two coats of heat resistant aluminium paint and the rates

quoted to include the same.

EA 1.00 35100.00 35,100.00

222 Supplying and fixing electric pressure switches of approved make

and connecting the same to the delivery headers of the Jockey

pumps and Main hydrant pumps with necessary sockets welded on

the headers, accessories etc complete.

EA 1.00 17550.00 17,550.00

223 Supplying and fixing 150 mm dia pressure gage (0-20 KSC) to the

delivery lines of fire pumps, jockey pumps & hydrant network,

including supplying and welding necessary sockets on the pipelines

including 3 way pressure differential valve, etc. complete and as per

directions of site in charge.

EA 1.00 14040.00 14,040.00

224 Interconnection between the starter panels of Fire pumps/ Jockey

pumps/ make up water pumps/ pressure switches and Annunciation

panel for auto starting of the fire pumps/ jockey pumps as per the

logic defined in enclosed documents.; Entire interconnections shall

be established using 2 C, 1.1 KV grade armoured copper cable of size

1.5 sqmm;The cable shall be laid at all places including clamping etc

complete as required; The job shall be complete in all respects and

specifications as per the logic and requirements to put the entire

system in AUTO mode as per the specifications.

Note: Tenderers to note that all cabling to be taken underneath

flooring of fire pump house shall be adequately protected by

suitable sized B class GI piping. Also all cables to be laid above

ground shall be neatly dressed and tagged.

EA 1.00 140400.00 140,400.00

225 Installation of supplied CS butterfly valves as per specifications

enclosed for the monitor/ hydrant points as indicated on drawings

including supplying and providing necessary gaskets/ fasteners etc

complete including cleaning of the butterfly valves and painting

the same in two coats of P3 primer and two coats of F5 finish

paint as per specification of approved colour and shade and as per

direction of Engineer-In-Charge.

-

226 150 mm dia EA 1.00 3510.00 3,510.00

227 100 mm dia EA 1.00 2808.00 2,808.00

228 80 mm dia EA 1.00 2106.00 2,106.00

229 Fabrication of standard MS stand posts for hydrants from materials

supplied by IOCL as per specification etc including painting the post

in two coats of P3 primer and two coats of F4 finish paint etc

complete and as per directions.

EA 1.00 2340.00 2,340.00

230 Fixing the supplied FH line fittings on the Fire hydrant pipelines

including supplying and fixing 3mm thick gaskets/ nuts/ studs and

all other materials as per enclosed specifications and as directed at

site.

Note: The fittings shall be painted with two coats of F4 finish paint

of approved colour and shade over 2 coats of P3 primer. The rates


-

231 Double hydrant Points with individual control valves EA 1.00 2808.00 2,808.00



Office-I.


ESTIMATE

232 100 mm Water / Water cum Foam Monitors EA 1.00 4212.00 4,212.00

233 150 mm dia long range water cum foam monitors (500-750 GPM

manual HVLR)

EA 1.00 9360.00 9,360.00

234 Installation of IOCL supplied Remote operated High volume Long

Range Water Monitors including the following :

(a) Erection of Motors

(b) Fixing of Proximity sensors

(c) Erection of MOV Gate valve

(d) Erection of Remote Control Panel

(e) Fixing of Control & Junction Box

(f) Laying of power cable from Control Panel to HVLR Motors

(g) Laying of Control cable from Remote Control Panel to HVLR

Signal Junction Box

(h) Laying of Signal cable from Remote Control Panel to HVLR Signal

Junction Box

(i) Supply and Fixing of cable tray from Remote Control Panel to

HVLR Junction Box

(j) Glanding & termination of power , control & signal cables

(k) Installation of Gaskets & stud bolts. as directed by IOCL or EIC

(l) Making the stub connection with necessary reinforcement pad

as applicable,

(m) Suppiled foam container for HVLRM including erecting the

same with necessary CC support as per specification and direction of

site incharge.

(n) Installation of suppiled Jet Ratio Control Pump(JRCP) for HVLRM

including erecting the same with necessary CC support as per

specification and direction of site incharge.

Note:

a)The job also include the MS fabricated working platform wherever

required without any extra cost.

b) Power supply distribution for MOV's and other equipments are

EA 1.00 29250.00 29,250.00

235 Installation of suppiled control panel assembly with necessary

canopy of the HVLRM including supply and erecting the same on ISA

65 x 6 including necessary CC support pillars, painting as per IOCL

specifications and directions of site in charge.

EA 1.00 5850.00 5,850.00

236 Supplying and providing MS structural supports in ISA 65 X 6 for

hose boxes supplied by IOC including cutting and welding and

providing necessary CC 1:2:4 support pillars for the structures. The

job also includes blast cleaning of the structures to SA 2 1/2 and

painting with two coats of P3 primer and two coats of F4 finish paint

as per specifications and as per colour and shade as directed by site

in charge.

Note : The stand shall be fixed with hose box at levels as indicated

on drawings.

EA 1.00 5850.00 5,850.00

237 Installing, aligning testing and commissioning of the supplied jockey

pump set of capacity 18.5 -100 Cum/hr x 110 m Head for fire

hydrant automation; the job includes grouting foundation bolts in

the pockets of the foundatoion etc complete.

Note:

1.The job also includes connecting the jockey pump to its control

panel by a 3 C, 1.1 KV grade armoured aluminium cable of required

size including necessary glanding/ gland

earthing etc complete. (approximate length of cable not to exceed

25 m). Item rate quoted should include the same.

2. Foundation shall be paid for separately as per the measurement

under respective civil items.

EA 1.00 29250.00 29,250.00

238 Drain Pan arrangement for Product Pump / Fire Water Pump /

Jockey Pump

EA 1.00 11700.00 11,700.00

239 Installation, aligning and commissioing of make up water pump /

calibration tower pump to be erected on the RCC slab of the UG

water sump on suitable foundation inlcuding foundation bolts/

grouting etc.

Note:

1. The foundation and foundation bolts/ grouting shall be measured

and paid separately under respective civil items. The pumps shall be

connected to the starter to be located on gantry of calibration tower

by a 3 1/2 C, 1.1 KV grade armoured Al. cable (approx. 40 m) of

adequate rating including glanding/ gland earthing at both ends etc

complete

2. Suitable protection in MS angle frame work/ sheet steel for the

pumps shall also be provided. The rates quoted to include the same.

Capacity of Make up Water Pump (90 Cum/ Hr X 36 m head)

EA 1.00 29250.00 29,250.00



Office-I.


ESTIMATE

240 Supply, installation, testing & commissioning of SS-304, 5mm thick

of capacity 2000 Ltrs proving measure tank as per weights &

measures manual IS-2391 of 1987 W &M vol 1, Schedule V part XIII

1974.With all necessary parts as per our Drawing. But Manhole

Flange thickness will be 10MM and Top Pipe Cover Pair flange

thickness will be 10MM. Including Polishing. The proving measure

has to be manufactured through an approved vendor of Deptt. of

Legal Metrology, of the State/UT.

EA 1.00 515250.00 515,250.00









EA 1.00 445450.00 445,450.00









EA 1.00 265250.00 265,250.00









EA 1.00 215250.00 215,250.00

244 Laying and welding (min 3 runs) of AG & UG Pipeline (GI IS-1239 Gr-

C / MS IS -1239 Gr-C pipes) for pneumatic / service water / DG Set

& Fire Pump Fuel Piping Systems following sizes of pipes at all

places inside the IOCL Location.

Note:

a) Painting of AG & UG piping will be paid separately

b) AG piping shall also be suitably supported on the CC pedestals

as per designed spacing etc., & the same will be paid separately.

c) Excavation & civil works for UG piping will be paid separately.

-

245 150 mm dia M 1.00 1186.38 1,186.38

246 100 mm dia M 1.00 790.92 790.92

247 80 mm dia M 1.00 593.19 593.19

248 65 mm dia M 1.00 494.33 494.33

249 50 mm dia M 1.00 395.46 395.46

250 25 mm dia M 1.00 197.73 197.73

251 Painting of AG & UG Pipeline (MS IS -1239 Gr-C pipes) for DG Set &

Fire Pump Fuel Piping Systems at all places inside the IOCL

Location.

a) AG Painting Scheme : Application for External/ Internal painting

for all product tanks shall be carried out by means of AIRLESS

SPRAY PAINTING SYSTEM only.

i. Surface Preparation as per SA 2½

ii Primer : P1-Inorganic Zinc Ethyl Silicate: Single Coat: DFT-65-75µ

iii. Intermediate Coat : U1-Polyamide cured HB Epoxy MIO : Single

Coat: DFT-100-125µ

iv. Finish Coat : F1-Two Pack Acrylic Poly-Urethane(PU) : Single

Coat: DFT-40-50µ

Total Min DFT 215µ

b) UG Painting Specification: Application for External/ Internal

painting for all product tanks shall be carried out by means of

AIRLESS SPRAY PAINTING SYSTEM only.

i. Surface Preparation as per SA 2½

ii. Primer : P1 - Inorganic Zince Ethyl Silicate : Single Coats: DFT-65-

75µ per coat

iii. Finish Coat : F3 - Amine adduct Cured HB Epoxy Liner : Two

Coats : DFT 100-125µ per coat

iv. Total Min DFT 265µ

-



Office-I.


ESTIMATE

252 150 mm dia M 1.00 395.46 395.46

253 100 mm dia M 1.00 269.10 269.10

254 80 mm dia M 1.00 209.43 209.43

255 65 mm dia M 1.00 171.99 171.99

256 50 mm dia M 1.00 141.57 141.57

257 25 mm dia M 1.00 78.39 78.39

258 Painting of AG & UG Pipeline (GI IS-1239 Gr-C pipes) for pneumatic

/ service water Systems at all places inside the IOCL Location.

Painting Specification for AG & UG GI piping

i. Surface Preparation as per St-2

ii. Primer : Etch Primer : Single Coat

iii. Primer : P4 - Self Priming HB Epoxy Mastic Coating : One Coat :

DFT 100-125µ

iii. Finish Coat : F1-Two Pack Acrylic Poly-Urethane(PU) : Single

Coat: DFT-40-50µ

iv. Total Min DFT 200µ

-

259 150 mm dia M 1.00 175.00 175.00

260 100 mm dia M 1.00 154.44 154.44

261 80 mm dia M 1.00 120.51 120.51

262 65 mm dia M 1.00 98.28 98.28

263 50 mm dia M 1.00 81.90 81.90

264 25 mm dia M 1.00 45.63 45.63

265 SUPPLY ITEMS: FOR PIPELINE WORKS

Supply of MS Pipes

MS PIPE: ASTM SA 106 Gr.B (for pressure relief piping)

-

266 25mm Dia. ASTM SA 106 Gr.B SCH-80 M 1.00 336.96 336.96

267 20mm Dia. ASTM SA 106 Gr.B SCH-80 M 1.00 284.31 284.31

268 MS PIPE: IS-1239 Gr.C Heavy Duty -

269 150 mm dia M 1.00 1537.38 1,537.38

270 100 mm dia M 1.00 1049.37 1,049.37

271 80 mm dia M 1.00 714.87 714.87

272 65 mm dia M 1.00 575.64 575.64

273 50 mm dia M 1.00 449.28 449.28

274 25 mm dia M 1.00 215.28 215.28

275 GI PIPE: IS-1239 Gr.C Heavy Duty -

276 150 mm dia M 1.00 1537.38 1,537.38

277 100 mm dia M 1.00 1049.37 1,049.37

278 80 mm dia M 1.00 714.87 714.87

279 65 mm dia M 1.00 575.64 575.64

280 50 mm dia M 1.00 449.28 449.28

281 25 mm dia M 1.00 215.28 215.28

282 MS PIPE: API 5L Gr.B -

283 100 mm dia M 1.00 1602.90 1,602.90

284 80 mm dia M 1.00 1125.54 1,125.54

285 Supply of CS butterfly Valve (#150) : Wafer Butterfly Vlv API 609

Cat.A CL150 RFTBE Lever Operator DI GGG40 Trim 1 to API 600 602

(13% Cr) EPDM Lining PN 16 API 598 "

-

286 100 mm dia EA 1.00 8001.63 8,001.63

287 80 mm dia EA 1.00 6170.58 6,170.58



Office-I.


ESTIMATE

288 Supply (Class-150) CS non return valves (swing check / lift ) for

product and fire hydrant lines as per enclosed specification : Chk

Vlv Dual Plate API 594 A 216 Gr. WCB CL150 RFTBE Wafer Type

between Flanges Trim 1 to API 594 602 (13% Cr) AISI 410 Pin

Inconel X750 Sprng 125 - 250 Ra Finish API 598.

-

289 250 mm dia EA 1.00 75715.38 75,715.38

290 150 mm dia EA 1.00 34248.24 34,248.24

291 100 mm dia EA 1.00 17124.12 17,124.12

292 80 mm dia EA 1.00 12275.64 12,275.64

293 Pistn Lft Chk Vlv EN ISO 15761 A105 CL800 SWE Bltd Bonnet

Trim 8 to API 594 602 (13% Cr Hard faced Seat) Horiz. Installation

API 598

-

294 25 mm dia EA 1.00 7605.00 7,605.00

295 Supply (Class-800) CS Gate Valve for pressure relief lines as per

enclosed specification

Gate Vlv API 602 CL800 SWE Bltd Bonnet Handwheel Operator

A105 Trim 8 to API 600 602 (13% Cr Hard faced Seat) OS&Y

Graphite Gland Packing API 598 Solid Wedge

-

296 25 mm dia EA 1.00 6060.60 6,060.60

297 20 mm dia EA 1.00 6060.60 6,060.60

298 Supply (Class-150) CS Gate Valve for pneumatic piping system:

Gate Vlv MSS SP- 80 CL150 FTE Thd.Bonnet Handwheel Operator

B 62 Cl.C83600 Bronze trim PTFE Gland Packing I.S.R.S. API 598

Solid Wedge

-

299 50 mm dia EA 1.00 6060.60 6,060.60

300 25 mm dia EA 1.00 6060.60 6,060.60

301 Supply (Class-150) CS Ball Valve for product and fire hydrant lines:

Ball Vlv LP RB ISO 17292 CL150 RF Two piece Fltg. Ball Lever

Operator A 216 Gr. WCB 13 Cr. Trim RTFE Seat and Seals 125 -

250 Ra Finish Fire safe Per API 607 API 598 Antistatic and

Blowout proof

-

302 100 mm dia EA 1.00 31391.10 31,391.10

303 80 mm dia EA 1.00 16505.19 16,505.19

304 25 mm dia & (Class- 800) EA 1.00 4298.58 4,298.58

305 Supply of bucket type (100 mesh) strainers as per specs and

drawing for the product pumps for the following sizes:

-

306 250 mm dia (Bucket type) & 6000 / 4800 LPM EA 1.00 162000.00 162,000.00



309 150 mm dia (Bucket type) & 1200 / 900 LPM SS for Ethanol Service EA 1.00 93150.00 93,150.00

310 Supply of Y type (40 mesh) strainers as per specs and drawing for

the hydrant / water piping system including fire water pumps &

sprinkler/foam headers for the following LPM & pipeline sizes:

-





315 Supply of following Slip On flanges (SORF) conforming to IS-2062 A

Class 150

-

316 600 mm dia EA 1.00 14213.16 14,213.16

317 500 mm dia EA 1.00 9934.47 9,934.47

318 450 mm dia EA 1.00 6877.26 6,877.26

319 Supply of following Slip On flanges (Weld neck type- WNRF)

conforming to ASTM A- 105 Class 150; ANSI B 16.9

-

320 400 mm dia EA 1.00 18705.96 18,705.96



Office-I.


ESTIMATE

321 350 mm dia EA 1.00 14579.37 14,579.37

322 300 mm dia EA 1.00 9352.98 9,352.98

323 250 mm dia EA 1.00 6327.36 6,327.36

324 200 mm dia EA 1.00 3821.22 3,821.22

325 150 mm dia EA 1.00 2215.98 2,215.98

326 100 mm dia EA 1.00 1414.53 1,414.53

327 80 mm dia EA 1.00 1146.60 1,146.60

328 65 mm dia EA 1.00 588.51 588.51

329 50 mm dia EA 1.00 482.04 482.04

330 Supply of following BLRF flanges conforming to IS 2062 A Class-150 -

331 600 mm dia EA 1.00 24146.46 24,146.46

332 500 mm dia EA 1.00 16429.14 16,429.14

333 450 mm dia EA 1.00 13449.15 13,449.15

334 Supply of following BLRF flanges conforming to ASTM A- 105 Class

150; ANSI B 16.5

-

335 400 mm dia EA 1.00 9475.83 9,475.83

336 350 mm dia EA 1.00 6571.89 6,571.89

337 300 mm dia EA 1.00 5807.88 5,807.88

338 250 mm dia EA 1.00 4279.86 4,279.86

339 200 mm dia EA 1.00 3209.31 3,209.31

340 150 mm dia EA 1.00 1925.82 1,925.82

341 100 mm dia EA 1.00 1182.87 1,182.87

342 80 mm dia EA 1.00 852.93 852.93

343 65 mm dia EA 1.00 650.52 650.52

344 50 mm dia EA 1.00 375.57 375.57

345 Supply of Auto Recirculation valves as per specifications -

346 150 mm dia (suitable for 6000 LPM - MS/ SKO/ HSD TLF pumps) EA 1.00 99000.00 99,000.00

347 Supply of Thermal Relief Valves as per specifications Inlet 20 mm X

Outlet 25 mm

EA 1.00 13413.00 13,413.00

348 PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/

Reducer made of carbon steel seamless pipes with bevelled ends

as per enclosed specifications for the following sizes Note: The

fittings shall be as per ASTM A 234 Grade WPB schedule 40 and

dimensions as per ASME B 16.5.

Note: The quantities given are only indicative.The actual quantities

to be supplied will be based on the finalised drawing for pipeline

routing.

90 Deg LR elbow (1.5D)

-

349 600 mm dia EA 1.00 37977.03 37,977.03

350 500 mm dia EA 1.00 24451.83 24,451.83

351 450 mm dia EA 1.00 20631.78 20,631.78

352 400 mm dia EA 1.00 15817.23 15,817.23

353 350 mm dia EA 1.00 11691.81 11,691.81

354 300 mm dia EA 1.00 7840.17 7,840.17

355 250 mm dia EA 1.00 5639.40 5,639.40

356 200 mm dia EA 1.00 3438.63 3,438.63

357 150 mm dia EA 1.00 1605.24 1,605.24

358 100 mm dia EA 1.00 650.52 650.52



Office-I.


ESTIMATE

359 80 mm dia EA 1.00 451.62 451.62

360 65 mm dia EA 1.00 313.56 313.56

361 50 mm dia EA 1.00 168.48 168.48

362 25 mm dia EA 1.00 84.24 84.24








routing.

45 Deg LR elbow (1.5D)

-

364 600 mm dia EA 1.00 22923.81 22,923.81

365 500 mm dia EA 1.00 20783.88 20,783.88

366 450 mm dia EA 1.00 11462.49 11,462.49

367 400 mm dia EA 1.00 8558.55 8,558.55

368 350 mm dia EA 1.00 7030.53 7,030.53

369 300 mm dia EA 1.00 5195.97 5,195.97

370 250 mm dia EA 1.00 3515.85 3,515.85

371 200 mm dia EA 1.00 2139.93 2,139.93

372 150 mm dia EA 1.00 1200.42 1,200.42

373 100 mm dia EA 1.00 466.83 466.83

374 80 mm dia EA 1.00 276.12 276.12

375 65 mm dia EA 1.00 161.46 161.46

376 50 mm dia EA 1.00 107.64 107.64

377 25 mm dia EA 1.00 53.82 53.82








routing.

Equal Tee

-

379 600 mm dia EA 1.00 49667.67 49,667.67

380 500 mm dia EA 1.00 38206.35 38,206.35

381 450 mm dia EA 1.00 24375.78 24,375.78

382 400 mm dia EA 1.00 18338.58 18,338.58

383 350 mm dia EA 1.00 14671.80 14,671.80

384 300 mm dia EA 1.00 9934.47 9,934.47

385 250 mm dia EA 1.00 6877.26 6,877.26

386 200 mm dia EA 1.00 3989.70 3,989.70

387 150 mm dia EA 1.00 2101.32 2,101.32

388 100 mm dia EA 1.00 1100.97 1,100.97

389 80 mm dia EA 1.00 771.03 771.03



Office-I.


ESTIMATE








routing.

Un Equal Tee

-

391 600 x 600 x 500 mm EA 1.00 49667.67 49,667.67

392 600 x 600 x 450 mm EA 1.00 49667.67 49,667.67

393 600 x 600 x 400 mm EA 1.00 49667.67 49,667.67

394 600 x 600 x 350 mm EA 1.00 49667.67 49,667.67

395 600 x 600 x 300 mm EA 1.00 49667.67 49,667.67

396 600 x 600 x 150 mm EA 1.00 49667.67 49,667.67

397 600 x 600 x 100 mm EA 1.00 49667.67 49,667.67

398 500 x 500 x 450 mm EA 1.00 38206.35 38,206.35

399 500 x 500 x 400 mm EA 1.00 38206.35 38,206.35

400 500 x 500 x 350 mm EA 1.00 38206.35 38,206.35

401 500 x 500 x 300 mm EA 1.00 38206.35 38,206.35

402 500 x 500 x 150 mm EA 1.00 38206.35 38,206.35

403 500 x 500 x 100 mm EA 1.00 38206.35 38,206.35

404 400 x 400 x 350 mm EA 1.00 18338.58 18,338.58

405 400 x 400 x 300 mm EA 1.00 18338.58 18,338.58

406 400 x 400 x 250 mm EA 1.00 18338.58 18,338.58

407 400 x 400 x 200 mm EA 1.00 18338.58 18,338.58

408 400 x 400 x 150 mm EA 1.00 18338.58 18,338.58

409 400 x 400 x 100 mm EA 1.00 18338.58 18,338.58

410 350 x 350 x 300 mm EA 1.00 15282.54 15,282.54

411 350 x 350 x 250 mm EA 1.00 15282.54 15,282.54

412 350 x 350 x 200 mm EA 1.00 15282.54 15,282.54

413 350 x 350 x 150 mm EA 1.00 15282.54 15,282.54

414 350 x 350 x 100 mm EA 1.00 15282.54 15,282.54

415 300 x 300 x 250 mm EA 1.00 9934.47 9,934.47

416 300 x 300 x 200 mm EA 1.00 9934.47 9,934.47

417 300 x 300 x 150 mm EA 1.00 9934.47 9,934.47

418 300 x 300 x 100 mm EA 1.00 9934.47 9,934.47

419 250 x 250 x 200 mm EA 1.00 6954.48 6,954.48

420 250 x 250 x 150 mm EA 1.00 6954.48 6,954.48

421 250 x 250 x 100 mm EA 1.00 6954.48 6,954.48

422 250 x 250 x 80 mm EA 1.00 6954.48 6,954.48

423 200 x 200 x 150 mm EA 1.00 3989.70 3,989.70

424 200 x 200 x 100 mm EA 1.00 3989.70 3,989.70

425 200 x 200 x 80 mm EA 1.00 3989.70 3,989.70

426 150 x 150 x 100 mm EA 1.00 2101.32 2,101.32



Office-I.


ESTIMATE

427 150 x 150 x 80 mm EA 1.00 2101.32 2,101.32

428 100 x 100 x 80 mm EA 1.00 1780.43 1,780.43








routing.

Reducers (Concentric)

-

430 300 X 250 mm EA 1.00 3515.85 3,515.85

431 300 X 200 mm EA 1.00 3515.85 3,515.85

432 250 X 150 mm EA 1.00 1681.29 1,681.29

433 150 X 100 mm EA 1.00 841.23 841.23

434 150 X 80 mm EA 1.00 841.23 841.23

435 100 X 80 mm EA 1.00 359.19 359.19








routing.

Reducers (Eccentric)

-

437 350 X 250 mm EA 1.00 8405.28 8,405.28

438 250 X 200 mm EA 1.00 3246.75 3,246.75

439 250 X 150 mm EA 1.00 3246.75 3,246.75

440 150 X 100 mm EA 1.00 955.89 955.89

441 150 X 100 mm EA 1.00 955.89 955.89

442 100 X 80 mm EA 1.00 458.64 458.64

443 Supplying 3 Ph, 440 V NFLP type mono block motor pumpset with

base frame & required accessories including heavy duty GM foot

valve for the suction side of the pump etc as per specifications.

Makeup Water Pump : Capacity of pump: 90 Cum/ Hr X 36 M head.

EA 1.00 248917.50 248,917.50

444 Supply, handling, erection, testing & commissioning of Cast

Carbon Steel ASTM - A 216, Gr. WCB Double Flanged Gate Valve as

per BS : 1414 ; API-600 , Class # 150, with stainless steel rising

spindle & internal working parts,flange drilled as per ANSI B 16.5

Cl # 150,raised face and hand wheel including making flanged

joints at both ends with SW SS gaskets, supply & fixing of nuts,

bolts, etc., all complete in all respect as per the direction of

engineer-in- charge.

-

445 250 mm dia EA 1.00 53315.00 53,315.00

446 200 mm dia EA 1.00 35821.00 35,821.00

447 150 mm dia EA 1.00 22215.00 22,215.00

448 100 mm dia EA 1.00 13051.00 13,051.00

449 80 mm dia EA 1.00 9385.00 9,385.00

450 65 mm dia EA 1.00 6635.00 6,635.00

451 Sprinkler Nozzles

Supply, handling, erection, testing & commissioning of Medium

Velocity Water Spray Nozzle of all types in 1/2" BSPT male thread

including all necessary consumables complete in all respect as per

the direction of engineer-in- charge. Nozzles to be replaced exactly

as per existing type of nozzle installed.

EA 1.00 343.00 343.00



Office-I.


ESTIMATE

452 Installation of IOC supplied Spray Nozzles: Handling,erection,testing

& commissioning of Medium Velocity Water Spray Nozzle of 1/2"

BSPT male thread including all necessary consumables complete in

all respect as per the direction of engineer-in- charge.

EA 1.00 149.00 149.00

453 Supply,handling,erection,testing & commissioning of Foam

Chanber / Maker with Vapour Seal suitable for Cone Roof Tank of

following capacity and inlet & outlet sizes including supply &

erection of companion SORF flanges of ANSI B 16.5 Cl# 150,G.I nuts

& bolts,gaskets etc complete in all respect.The job also includes

providing all necessary scaffolding/support structure for carrying

out the erection job at different heights at free of cost.

-

454 Capacity - 230.00 lpm ; Size : 65NB/100NB EA 1.00 8620.00 8,620.00



457 Supply,handling,erection,testing & commissioning of Foam Pourer

suitable for Cone Roof Tank of following inlet sizes including supply

& erection of companion SORF flanges of ANSI B 16.5 Cl# 150,G.I

nuts & bolts,gaskets etc complete in all respect.The job also

includes providing all necessary scaffolding/support structure for

carrying out the erection job at different heights at free of cost

-

458 200 NB EA 1.00 11042.00 11,042.00

459 150 NB EA 1.00 9185.00 9,185.00

460 100 NB EA 1.00 7896.00 7,896.00

461 Supply,handling,cutting,edge preparation, fabrication, welding,

erection (under or above ground), supporting, testing &

commissioning of S.S. Pipe IS:316 marked, schedule-40, including

supply & welding of all necessary S.S. fittings such as

elbow,reducer, tee, nipple , socket etc. and S.S. Flanges with

S.S.nuts & bolts,gaskets & washers,U-bolts etc to complete the

work in all respect as per the direction of engineer-in- charge.

-

462 50 NB M 1.00 2501.00 2,501.00

463 32 NB M 1.00 1553.00 1,553.00

464 25 NB M 1.00 1149.00 1,149.00

465 Supply,handling,erection,testing & commissioning of Female

Screwed (BSPT) lever operated Stainless Steel Ball Valve suitable

for handling corrosive liquid.The valve should have S.S.body-ASTM

A 351 CF 8M,Ball & stem AISI 316,seat test pressure

10kg/sq.cm.The job includes the supply & fittings of all necessary

S.S. fittings required to complete the job in all respect as per the

direction of engineer-in- charge.

-

466 50 NB EA 1.00 13623.00 13,623.00

467 32 NB EA 1.00 10762.00 10,762.00

468 25 NB EA 1.00 5336.00 5,336.00

469 Supply,handling,erection,testing & commissioning of Stainless

Steel Female Screwed (BSPT) horizontal type Non-Return

Valve/Check Valve with all S.S.internals ,seat test pressure

10kg/sq.cm.The job includes the supply & fittings of all necessary

S.S. fittings required to complete the job in all respect as per the

direction of engineer-in- charge.

-

470 32 NB EA 1.00 10762.00 10,762.00

471 25 NB EA 1.00 5336.00 5,336.00



Office-I.


ESTIMATE

472 S/Fab of Galvanised MS Pipe: Supply, handling, cutting, edge

preparation, fabrication, erection of above ground Screwed type

G.I. Pipeline for Sprinkler and foam system at select vertical

storage tanks at any height, including testing & commissioning.

The pipe to be used shall be of Mild steel Galvanised as per IS

:1239 ; Part-I (Annexure XI). Class / pressure rating - Heavy grade

for dia 150 mm and below and minimum 6.34 mm for pipes 200

and above (pipes as per IS 3589, Grade 410). Galvanising minimum

360 gm/sq.m. as per IS 4736 (Annexure XII). Rates include supply &

fitting of all necessary G.I.Heavy grade fittings such as different

types of threaded Tees, threaded reducer, threaded elbows,

threaded cross etc . conforming to IS:1239,Part-II and SORF

threaded GI Flanges ANSI B 16.5 Cl# 150 with GI nuts,bolts,

gaskets & GI washers, teflon,jute. hold-tight etc all

consumeables, U-bolts etc to complete the work in all respect.

Sprinkler rings to have flanged joints with one flange to flange

segment made of approx 12 to 18m length. The sockets for spray

nozzle shall also be GI and welded on the sprinkler ring pipes.

Entire T shall be dip galvanised before installing. Riser pipes to

have a drain at the bottom most portions with valve. Riser &

bottom pipes to also have flanges at suitable places for

maintenance purpose, (minimum 4 per riser) rates of which are

inclusive in the rates Note 1: Galvanising on Pipes ,fittings and

flanges shall be in accordance with IS 4736 latest edition. This job

is to be carried in running tank which is full of flammable

petroleum products. So highest level of safety precaution to be

taken as per direction of Site-In-Charge / Terminal In-Charge by

contractor during execution of job. The GI pipes to be joined by

-

473 200 mm dia M 1.00 4177.34 4,177.34

474 150 mm dia M 1.00 3133.00 3,133.00

475 100 mm dia M 1.00 2012.00 2,012.00

476 80 mm dia M 1.00 1531.00 1,531.00

477 65 mm dia M 1.00 1237.00 1,237.00

478 50 mm dia M 1.00 1006.00 1,006.00

479 Supply and providing new GI pipe for sprinkler ring after removing

existing corroded section by hack saw cutting/unbolting flanges

etc

-

480 200 mm dia M 1.00 4028.00 4,028.00

481 150 mm dia M 1.00 3021.00 3,021.00

482 100 mm dia M 1.00 2014.00 2,014.00

483 80 mm dia M 1.00 1526.00 1,526.00

484 65 mm dia M 1.00 1240.00 1,240.00

485 50 mm dia M 1.00 954.00 954.00

486 Supply & installation of MS Galvanised "U" clamp of size including

providing M16 U-bolts with nuts suitable for 150 mm pipeline

EA 1.00 187.00 187.00

487 Supply & installation of MS Galvanised "U" clamp of size including

providing M16 U-bolts with nuts suitable for 65 mm pipeline

EA 1.00 146.00 146.00

488 Dismantling & stacking of CI/GI/MS/SS pipe (of any specification)

anywhere inside of IOC location

-

489 600 mm dia pipe M 1.00 1755.00 1,755.00

490 500 mm dia pipe M 1.00 1170.00 1,170.00

491 450 mm dia pipe M 1.00 1053.00 1,053.00

492 400 mm dia pipe M 1.00 936.00 936.00

493 350 mm dia pipe M 1.00 819.00 819.00

494 300 mm dia Pipe M 1.00 702.00 702.00

495 250 mm dia pipe M 1.00 585.00 585.00

496 200 mm dia pipe M 1.00 468.00 468.00

497 150 mm dia pipe M 1.00 351.00 351.00

498 100 mm dia pipe M 1.00 234.00 234.00



Office-I.


ESTIMATE

499 80 mm dia pipe M 1.00 175.50 175.50

500 Dismantling of ROSOV / DBBV / MOV / GOGV / PLUG VALVE / CS

GATE VALVE / QUARTER TURN VALVE / BALL VALVE/ Butterfly

valves of the following sizes on the pipeline including stacking the

same inside premises.

-

501 600 mm dia EA 1.00 4680.00 4,680.00

502 500 mm dia EA 1.00 3510.00 3,510.00

503 450 mm dia EA 1.00 2925.00 2,925.00

504 400 mm dia EA 1.00 2340.00 2,340.00

505 350 mm dia EA 1.00 1872.00 1,872.00

506 300 mm dia EA 1.00 1755.00 1,755.00

507 250 mm dia EA 1.00 1404.00 1,404.00

508 200 mm dia EA 1.00 1170.00 1,170.00

509 150 mm dia EA 1.00 936.00 936.00

510 100 mm dia EA 1.00 702.00 702.00

511 80 mm dia EA 1.00 585.00 585.00

512 Structural Steel Works:

Supplying, transporting, fabricating, erecting Structural steel work

from rolled sections and built-up sections like flats, tees, angles,

channels, plates, pipes etc for various structural elements as

required in POL Terminal/Depot other than in Vertical oil storage

tank.

Preparation of drawing, design & specification shall be arranged by

contractor at his own cost as per guidance of IOCL.

Item also includes painting of structural surface as per the following

painting scheme:

i. Surface preparation: St-2/St-3

ii. Primer: P4-Self Priming HB Epoxy Primer : One Coat : DFT 100-

125µ

iii. Intermediate Coat: U1-Polyamide cured HB Epoxy mastic coating :

One Coat: DFT 100-125µ

iv. FinishPaint: F1-Two Pack Acrylic Polyerethane (PU) : One Coat:

DFT 40-50µ per coat

v. Total min DFT : 240µ

The items include supply of paints and other required meterial,


The make of Structural Steel / tubular steel shall be of

SAIL/Tata/RINL/Jindal. In case some small Mild Steel sections are

not manufactured by SAIL/Tata, steel of other manufactuer may be

used which must confirm the relevant IS code with prior approval of

Engineer-In-Charge."

KG 1.00 102.00 102.00

513 STRUCTURAL STEEL GRATING:

Supplying, transporting, fabricating in factory, Electroforged

rectangular gratings as per layout drawings with plain bearing bar

and Cross Bars duly press locked into bearing bar by electrofusion.

Gratings shall be duly hot dip galvanized after fabrication given in

the detailed specification with minimum thickness of galvanising of

average 85 microns all through the sectional area, & erecting in

position and fixing in position mild steel Grating welded/

bolted/placed with adequate clamps wherevever applicable in

floors, platforms, staircase steps, trench covers, landings etc.

including cutting for openings wherever required as specified and

directed at all floors at all levels etc. complete. The grating shall

confirm to the typical section details of grating as shown in drawing .

This works includes setting in position in Footpath/

Gutter/Drains/Floors to the required level and line over a bed of

20mm Average thick cement mortar (1:3). NOTE: The Grating shall

be factory made, i.e. fabricated & Hot dip Gavanised in shop &

transported to site for erection.

KG 1.00 101.00 101.00

514 TANK FABRICATION WORKS -

515 Providing foundations for the anchor chairs as per drg. J- 153/ 15

including excavation in sand pad, supplying and providing tor steel

reinforcements, shoring, shuttering, laying concrete in CC 1: 1 1/2: 3

including supplying & providing 20 mm dia HD bolt etc complete and

as per directions of Engineer-in-charge. No. of anchor chairs as per

B&R drawing BR/CR/220.

RATE PER ANCHOR CHAIR

EA 1.00 10000.00 10,000.00



Office-I.


ESTIMATE

516 FABRICATION, ERECTION & WELDING OF MS PLATES FOR REPAIR OF

EXISTING CR/IFR/EFR VERTICAL TANKS FOR PRODUCT/WATER

STORAGE:

Item includes replacement of bottom, annular, shell & roof plates in

existing tank. It also includes replacement of shell manhole

reinforcement plate & wind girder plates. All other items such as

labour, equipment, power, consumables etc shall be supplied by

contractor. While replacing roof plates of existing tanks, special care

should be taken to avoid local sagging/depression in the roof plates.

Note :

a) The steel plates shall be of Mild Steel Plate conforming to IS 2062

GR.'B'/IS 2062 E250B fully killed & will be free issue material for this

item.

b) Item does not include dismantling of damaged plate in existing

tanks.

c) Rate to include making all arrangment for proper installation of

new plates after dismantling of damaged plates.

d) The rate shall be inclusive of provision of metalic tubular

scaffolding up to required height as per site condition.

e) Item does not include any painting works of steel plates.

f) Radiography will be paid separately.

KG 1.00 26.00 26.00

517 Structural Steel Works in Vertical Tanks:

Supplying, transporting, fabricating, erecting Structural steel work

from rolled sections and built-up sections like flats, tees, angles,

channels, plates, pipes etc for various structural elements as

required at the Vertical oil storage tank. Preparation of drawing,

design & specification shall be arranged by contractor at his own

cost as per guidance of IOCL. Item also includes applying Primer

P4{with one coat of two pack high build modified alumunium epoxy

mastic coating possessing self priming properties and good adhesion

to even @ 175 microns DFT/coat} and two coats of Finish Paint F1

{Two pack aliphatic acrylic polyurethane finish paint @ (40-45)

microns DFT/coat after preparing surface by Hand cleaning wire

brush all complete as per drawing, specification and direction of Site-

In-Charge.

The make of Structural Steel / tubular steel shall be of

SAIL/Tata/RINL/Jindal. In case some small Mild Steel sections are

not manufactured by SAIL/Tata, steel of other manufactuer may be

used which must confirm the relevant IS code with prior approval of

Engineer-In-Charge."

KG 1.00 137.12 137.12

518 CALIBRATION OF TANKS:

Item includes bottom calibration with actual physical measurement

by water meter till datum plate & calibration of tank shell by

strapping periphery of different strakes above and below the

horizontal weld joints OR by "Optical Reference & Line

Methodology" method.

In case, the calibration is done by strapping method, double stage

scaffolding with MS structures / pipes is also included in this item.

Item includes cost towards statutory payment to be made to the

authorities and all other incidental costs.

Item includes preparation & submission of calibration charts in

quadruplicate duly approved by the tank calibration authority.

Water required for the calibration till datum plate shall be provided

by IOCL within terminal premises or paid for separately as per water

supply item rate in this contract.

Handling of water for calibration till datum plate level including

provision of water conveying pipes, water pumps, all material and

labour, as required shall be arranged by the contractor & is inclusive

in the rate. It is also inclusive of all neccessary arrangements to

pump the water into tank & to drain out the water also at no extra

cost to IOCL.

This rate is universally applicable for all tank sizes & capacities.

EA 1.00 50000.00 50,000.00



Office-I.


ESTIMATE

519 HYDRO-TESTING OF TANKS:

Cleaning of tank after hydrotest, boxing up of tank after completion

of all works & inspection, including supplying and fixing gasket along

with bolts & nuts confirming to IS 1363 & 1367 and washers of

approved quality . Job includes all Man holes , Nozzles,Inlet /outlet

valves, water draw off valves etc. complete & as per instruction at

site.

Water required for the hydro-testing of tank shall be provided by

IOCL within terminal premises or paid for separately as per water

supply item in this contract.

Water conveying pipes, water pumps, all material and labour, as

required shall be arranged by the contractor Including providing

rubber gasket for hydrotesting. However the vendor shall make all

neccessary arrangemens to pump the water into tank & to drain out

the water also at no extra cost to IOCL.


EA 1.00 50000.00 50,000.00

520 PREPARATION OF TANK FABRICATION DRAWINGS:

Submission of detailed design/ fabrication drawings for the differnt

size of tanks for approval of IOCL. Item includes submission of as

built drawings (4 sets) including submission of drawings on a CD

after completion of tank fabrication work as per enclosed

specifications. Note: The drawings should be made in reference to

the attached directional drawings and as per requirement of IS 803

& API 650.


JOB 1.00 50000.00 50,000.00

521 EXTERNAL PAINTING OF PRODUCT TANKS (ALL PRODUCTS

INCLUDING ATF & WATER): ZONE-A : FIRST TIME PAINTING

Surface preparation by Blast cleaning and painting of the following

tanks as per details of specification given hereunder and the Techno-

Commercial bid.

Surface preparation by blast cleaning & painting the outside surface

of tank shell and upperside surface of upper deck wind girders,

rolling ladder, roof and shell appurtenances of EXTERNAL FLOATING

ROOF tanks including all fittings and appurtenances etc.; providing

IOC logo with tank writing work as per enclosed specifications (Table-

2) and drawings / Outside surface of tank shell upto and including

curb angle, upperside surface of roof, roof & shell appurtenances of

CONE ROOF tanks (CRVT/IFRVT) including all fittings and

appurtenances etc.; providing IOC logo with tank writing work as per

enclosed specifications (Table-1) and drawings.

Note : 1. Application for External/ Internal painting for all product

tanks shall be carried out by means of AIRLESS SPRAY PAINTING

SYSTEM only. 2. The item rates for above should include provision of

double staging scaffolding with MS pipes, drawing to be approved

by Site-Engineer.


2. Primer : P1-Inorganic Zinc Ethyl Silicate: Single Coat: DFT-65-75µ


Coat: DFT-100-125µ

4. Finish Coat : F1-Two Pack Acrylic Poly-Urethane(PU) : Single Coat:

DFT-40-50µ

Total Min DFT 215µ

M2 1.00 733.00 733.00



Office-I.


ESTIMATE


INCLUDING ATF & WATER): ZONE-A : RE-PAINTING / MAINTENANCE

PAINTING



Commercial bid.















by Site-Engineer.

1. Surface Preparation as per St-2 / St-3

2. Primer : P4-Self Primimg HB Epoxy mastic Coating : Single Coat:

DFT- 100-125µ


Coat: DFT-100-125µ

4. Finish Coat : F1-Two Pack Acrylic Poly-Urethane(PU) : Single Coat:

DFT-40-50µ

M2 1.00 584.00 584.00


INCLUDING ATF & WATER) : ZONE-B : FIRST TIME PAINTING



Commercial bid.















by Site-Engineer.


2. Primer : P3-Red Oxide Zinc Phosphate Primer : Two Coats: DFT-30-

35µ per coat


per coat

Total Min DFT 90µ

M2 1.00 674.00 674.00


INCLUDING ATF & WATER) : ZONE-B : RE-PAINTING/MAINTENANCE

PAINTING



Commercial bid.













SYSTEM only. 2.The item rates for above should include provision of


by Site-Engineer.

1. Surface Preparation as per St-2/St-3

2. Primer : P3-Red Oxide Zinc Phosphate Primer : Single Coat: DFT-30-

35µ


per coat

Total Min DFT 60µ

M2 1.00 532.00 532.00



Office-I.


ESTIMATE

525 INTERNAL PAINTING OF PRODUCT TANKS (OTHER THAN ATF): ZONE-

A & ZONE-B : FIRST TIME PAINTING & FULL RE-PAINTING

Applicable for CRVT/IFRVT/EFRVT tanks; painting area as per IOC

specification depending on hydro-carbon (product) stored in tank





by Site-Engineer.


2. Primer : P1-Inorganic Zinc Ethyl Silicate: Single Coat: DFT- 65-75µ

3. Intermediate Coat : P5-Epoxy Zinc Phosphate : Single Coat: DFT-

35-40µ

4. Finish Coat : F3-Amine adduct cured HB Epoxy Liner : Two coats :

DFT-100-125µ per coat

Total Min DFT 300µ

M2 1.00 923.00 923.00

526 INTERNAL PAINTING OF PRODUCT TANKS (OTHER THAN ATF): ZONE-

A & ZONE-B : PATCH RE-PAINTING

Applicable for CRVT/IFRVT/EFRVT tanks; painting area as per IOC

specification depending on hydro-carbon (product) stored in tank





by Site-Engineer.

1. Surface Preparation as per St-3

2. Primer : P2 - Polyamide cured Epoxy Zinc Phosphate : Single Coat:

DFT- 70-75µ



Total Min DFT 270µ

M2 1.00 657.00 657.00

527 INTERNAL PAINTING OF PRODUCT TANKS (FOR ATF TANK): ZONE-A

& ZONE-B : FIRST TIME PAINTING & RE-PAINTING

Applicable for ATF Storage tank: painting area as per IOC

specification





by Site-Engineer.


2. Primer : P2-Polyamide cured Epoxy Zinc Phosphate : Single Coat:

DFT-70-75µ

3. Intermediate Coat : P5-Epoxy Zinc Phosphate : Single Coat: DFT-35-

40µ



Total Min DFT 305µ

M2 1.00 855.00 855.00

528 INTERNAL PAINTING OF PRODUCT TANKS (FOR ATF TANK): ZONE-A

& ZONE-B : PATCH RE-PAINTING

Applicable for ATF Storage tank: painting area as per IOC

specification





by Site-Engineer.



DFT-70-75µ



Total Min DFT 270µ

M2 1.00 657.00 657.00

529 INTERNAL PAINTING OF WATER TANKS (FOR FIRE WATER TANK):

ZONE-A & ZONE-B : FIRST TIME PAINTING & RE-PAINTING

Applicable for CRVT FIRE WATER STORAGE tanks; painting area as

per IOC specification





by Site-Engineer.



DFT-70-75µ

3. Finish Coat : F4-Solvent less HB Epoxy Liner : Two coats : DFT-

250µ per coat

Total Min DFT 575µ

M2 1.00 973.00 973.00



Office-I.


ESTIMATE

530 INTERNAL PAINTING OF WATER TANKS (FOR FIRE WATER TANK):

ZONE-A & ZONE-B : PATCH RE-PAINTING

Applicable for CRVT FIRE WATER STORAGE tanks; painting area as

per IOC specification





by Site-Engineer.



DFT-70-75µ

3. Finish Coat : F4-Solvent less HB Epoxy Liner : Two coats : DFT-

250µ per coat

Total Min DFT 575µ

M2 1.00 858.00 858.00

531 INTERNAL PAINTING OF INTERNAL PONTOON SURGACE IN EFR

TANKS : ZONE-A & ZONE-B : FIRST TIME PAINTING & RE-PAINTING

Applicable for EFR PRODUCT tank



DFT-70-75µ

Total Min DFT 70µ

M2 1.00 155.00 155.00

532 UNDERSIDE OF TANK BOTTOM PLATE : ZONE-A & ZONE-B : FIRST

TIME PAINTING

Applicable for NEW CR/IFR/FR PRODUCT & WATER tank


2. Primer : P1-Inorganic Zinc Ethyl Silicate : Single Coat: DFT- 65-75µ

3. Finish Coat : F3-Amine Adduct cured HB Epoxy Liner : Two coats :

DFT- 100-125µ per coat

Total Min DFT 265µ

M2 1.00 656.00 656.00

533 Supply, handling and fabrication of central roof vent for as per API

650 for IFR tank. The job shall be included providing 10" SCH 40

seamless pipe with provision of 10" flange and and elbow with SS

wire net at the end of 10" central vent. The center circulation vent

shall be with a minimum net open area of 30,000 mm2 (50 in.2) shall

be provided at the center of the fixed roof or at the highest

elevation possible on the fixed roof. It shall have a weather cover

and shall be provided with a corrosion-resistant Coarse-mesh

screen of SS make. The rate of central vent shall be inclusive of

trasportation, installation and octroi and necssary inspection and

testing.

LS 1.00 141532.00 141,532.00

534 Supply, handing and fabrication of Peripheral circulation vents as

per drw no. IOCL-HO-IFR-RV-01 and shall be located on the tank

roof (unless otherwise specified by the Purchaser of IFR) and meet

the requirements of H.5.3.3 of design code of API 650 APPENDIX , so

that they are above the seal of the internal floating roof when the

tank is full. The maximum spacing between vents shall be 10 m (32

ft), based on an arc measured at the tank shell, but there shall not

be fewer than four equally-spaced vents. The venting shall be

distributed such that the sum of the open areas of the vents located

within any 10 m (32 ft) interval is at least 0.2 m2 (2.0 ft2). These

vents shall be covered with a 3 mm corrosion-resistant aluminium

plate. The rate of central vent shall be inclusive of trasportation,

installation and octroi and necssary inspection and testing.

LS 1.00 33139.00 33,139.00

535 Degassing & Desludging into secondary containment like concrete or

earth pit, barrels or tank truck etc and cleaning of the bottom of

floating roof along with support legs, bottom, roof and shell plates

upto resting position of roof in case of FR Tanks and bottom and

shell plates upto 1.5 m high of CR Tanks by hydrojetting method

with all tool sand tackles and explosion proof degassing unit / sludge

pumps etc.

Note : For above item, the approved sub vendor shall directly report

to the Location Incharge and the entire cleaning and degassification

process shall be done under supervision of Operating personnel of

Terminal. Hot work shall commence only after tank is certified as

degassed by the Location Icharge

Water @ 18 lpm and electricity 3 phase for this item shall be

provided by IOCL

EA 1.00 154100.00 154,100.00



Office-I.


ESTIMATE

536 Conducting hydrotest of the nozzles/manholes replaced by

providing test arrangement as per given Drg no. WR/M&I/01. Scope

includes supply and welding of box arrangement as shown in the

sketch (either of the two options). In case option 2 is followed, the

box will have to be cut carefully without damaging the shell and

making area ground smooth after the test. Instead of square box,

circular box of suitable dia to cover the weld joint of nozzle to shell

will also suffice. The scope includes making arrangement of filling

water into the box, providing pressure gauge, hand pump, blind

nozzle etc as required. The hydrotest will be carried out at max 1.5

times the hydrostatic pressure i.e. 3.5 kg/cm2.

EA 1.00 22472.00 22,472.00

537 Dismantling of MS plates in bottom, shell & roof of

CRVT/FRVT/IFRVT tanks either partly or in full as directed, by

gas/hacksaw cutting from the existing weld seams & removing the

MS plates from the tank by mechanical means, with utmost

precaution and neatly straightening and storing at place indicated

by site engineer anywhere in IOC premises, complete, irespective of

lead and lift as directed. The rate includes the cost of labour, gases,

providing necessary temporary supports, safe walk ladder, safety

precautions etc., all necessary equipments, all necessary structures,

clamps, suitable non-combustible material wedges, etc. complete to

the satisfaction of site-in-charge. Plan area and average thickness of

roof plates will be considered for calculating the qty of dismantled

plates, and weight of appurtenances will not be considered

seperately, and no extra payment for the same will be made.

Note: Contractor has to submit the dismantling methodology clearly

stating the restraining techniques to be involved so that circularity

of the undamaged shell plates remains undisturbed, prior to

commencement of work and has to get it approved from IOCL.

Plates and structures, apputenances should be dismantled with

utmost care as these are to be reutilised.

TON 1.00 30345.00 30,345.00

538 Dismantling and reconnecting, if any after completion of welding, of

existing catwalks connected to roof, pipelines connected to tank

body etc. including isolation during welding & cutting etc. and re-

connection after completion of work.

EA 1.00 6378.00 6,378.00

539 Repairs to exisitng damaged roof structurals of CRVT/FRVT/IFRVT

tanks such as rafters, griders including providing temporary

supports, providing derricks for dismantling, handling, lowering,

cutting/dismantling of member joints, re-erection/re-connecting of

the same to bring its original shape/position etc complete. supply of

additional roof structure element to replace damaged/twisted

members will be paid separately.

MT 1.00 21940.00 21,940.00

540 Supplying and providing of 80mm dia Gauge Hatch on roof/gauge

well of CRVT/FRVT/IFRVT tanks using 80 mm dia nominal pipe

welded with slipon flange on top of it including supplying and

providing reinforcing plate etc. complete as per our specifications

and B&R drawing.

EA 1.00 8776.00 8,776.00

541 Supplying and providing of 100mm dia Gauge Hatch on roof/gauge

well of CRVT/FRVT/IFRVT tanks using 100 mm dia nominal pipe

welded with slipon flange on top of it including supplying and

providing reinforcing plate etc. complte as per our specifications and

B&R drawing.

EA 1.00 30716.00 30,716.00

542 Repair of Defective Weld Joints in tank Bottom plates:

All weld defects in Lap joints in Shell plates should be removed by

fine grinding and rewelding to be carried out to ensure no further

weld defects. Welding to be carried out using E6013 electrode

M 1.00 8480.00 8,480.00

543 Rolling Ladder Repair in existing EFR Tank:

Carrying out repairs of rolling ladder by welding of hinges to ladder

structure at either end/or putting cotter pins, correcting alignment

of rolling ladder steps by adjusting the link etc

LS 1.00 25618.00 25,618.00


Removing washer on One Side of rolling ladder wheel and fixing on

other side and adjusting position of wheel so as to make it centric

including providning temporary support to ladder etc as required.

LS 1.00 25618.00 25,618.00

545 Rolling Ladder Repair in existing EFR Tank: Brass bars brazed to the

rolling ladder wheels to be provided

LS 1.00 6360.00 6,360.00


Supply and providing proper copper bonding connection should be

provided between the roof and rolling ladder with earthing wire

cable of size 50mm SQ PVC insulated copper wire cable, including

replacement of damaged lugs etc as required.

M 1.00 3180.00 3,180.00



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ESTIMATE

547 Roof Appurtenances: Supply,fabrication, installation,welding, heat

treatment if required including fabrication & fixing of nozzle

necks, etc.including preparation of drawings,supply of gases

electrodes and other consumables, supply and fixing of bolts, nuts

and gaskets of approved make wherever required etc & all labour

material for completing the work as per drawings, codes/IOC

specifications. Site engineer's instructions.

NOTE: The new dip hatch is to be fixed in such a way that it is

exactly above the datum plate and the reference ht. is not altered.

-

548 a) Roof manhole-500 mm dia as per drg no.BR/CR/277 EA 1.00 18698.00 18,698.00

549 b) 220 MM dia gauge hatch with spark proof cover as per drg.no

BR/CR/273,274,275,276

EA 1.00 23376.00 23,376.00

550 c) 250 mm dia free vent nozzle as per drg no. BR/CR/278 Rev-1 EA 1.00 12751.00 12,751.00

551 d) Temperature hatch with nozzle of 80 mm dia as per drg.no

BR/CR/279.

EA 1.00 5845.00 5,845.00

552 e) Sample hatch with nozzle of 100 mm dia as per drg no.BR/CR/277 EA 1.00 5845.00 5,845.00

553 f) gauge hatch 150 MM dia as per drg no BR/70993/43 Rev-0 EA 1.00 10600.00 10,600.00

554 g) Additional nozzle 50 mm dia for level switch with Slip on flange as

per drg no BR/70993/43 Rev-0

EA 1.00 7420.00 7,420.00

555 Provision of 1 no rim vent of 4" dia as per B&R drawing and

providing 6"x4" reducer for one (existing) vent

EA 1.00 29098.00 29,098.00

556 REPLACEMENT OF EXISTING SHELL MANHOLE & SHELL NOZZLE

NECK PLATES WITH NEW NECK PLATE CONFORMING TO API-650:

Scope includes careful removal of welding between nozzles and

shell plates / reinforcement plate by light pencil grinding without

damaging them, rewelding of radio-graphic quality, radiography of

welded joints, DP test of weld between each nozzle and

reinforcement plate/shell plate to be done after root run and after

complete welding, pneumatic test of reinforcement plate / shell

plate to be done after welding completion at 15 psi and touch-up

painting of welded areas with zinc rich primer and

Aluminium/Synthetic enamel finish paint of same shade as

existing on the tank. Internal surface of manhole neck will be

painted with one coat of zinc rich primer and two coats of epoxy

tank liner, as per IS 803 and B&R drawings. In case the weld joint is

found defective, rectification & testing will be done free of cost.

All safety precautions to be adhered during hot work. Scope

includes supply of all the materials, tools and tackles. Steel plates

used shall conform to IS 2062 (for manhole neck). Material

specification for nozzle neck shall be SA -106 Gr. B when size is

upto and including 250 mm. Neck of nozzle shall be fabricated

from plates of material specificaion IS:226/2062 when the size is

more than 250mm. Scope of work also includes supply of flanges,

making flange (of thickness 16mm) joints for shell manholes of 750

mm size from plates including supply of all the materials all

complete, in case of damage to the same during gouging. All the

scrapped/dismantled material to be the property of the

contractor.

-

557 Shell Manhole Neck Plate for Shell Manhole dia. 750mm -

558 5mm thk. EA 1.00 59575.00 59,575.00

559 6mm thk EA 1.00 71490.00 71,490.00

560 8mm thk EA 1.00 95320.00 95,320.00

561 10mm thk EA 1.00 119150.00 119,150.00

562 12mmthk EA 1.00 142977.00 142,977.00

563 14mm thk EA 1.00 150444.00 150,444.00

564 16mm thk EA 1.00 153521.00 153,521.00

565 18mm thk EA 1.00 172720.00 172,720.00

566 Replacement of Shell Nozzle Neck with suitable pipe Plate as per

API-650

-

567 600mm dia of neck thickness 12.7mm (SCH-XS) EA 1.00 91000.00 91,000.00







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ESTIMATE








579 Supply, fabrication, installation, welding, heat treatment if

required including fabrication & fixing of cover plates on shell

manholes, etc. including preparation of drawings, supply of gases,

electrodes and other consumables, supply and fixing of bolts, nuts

conforming to ASTM A193 GR.B7/A194 GR.2H and gaskets of

approved make wherever required etc. and all labour material for

completing the work as per drawings, codes / IOC specifications

and site engineer's instructions (As per B&R drawing no.

BR/CR/221)

-

580 a) upto 984 mm OD, 12 mm thick EA 1.00 42532.00 42,532.00

581 b) upto 984 mm OD, 14 mm thick EA 1.00 49621.00 49,621.00

582 c) upto 984 mm OD, 16 mm thick EA 1.00 56710.00 56,710.00

583 d) upto 984 mm OD, 18 mm thick EA 1.00 63798.00 63,798.00

584 e) upto 984 mm OD, 20 mm thick EA 1.00 70887.00 70,887.00

585 f) upto 984 mm OD, 22 mm thick EA 1.00 77980.00 77,980.00

586 Supply, fabrication, installation, welding, heat treatment if required

including fabrication & fixing of cover plates of 6 mm thickness and

650 mm dia in roof manholes, etc. including preparation of

drawings, supply of gases, electrodes and other consumables, supply

and fixing of bolts, nuts and gaskets of approved make wherever

required etc. and all labour material for completing the work as per

drawings, codes / IOC specifications and site engineer's instructions

(As per B&R drawing no. BR/CR/277)

EA 1.00 5830.00 5,830.00

587 Replacement of damaged Legs in EFR Tanks:

Item includes cutting the corroded leg pipes in the double deck

floating roof tank, removing the existing pad plates by grinding and

providing new sleeve leg pipes of 80 mm (Schedule 40 thickness)

and inner leg pipe of 65 mm dia. (thickness shall be as per schedule

80 ), necessary pad platesand welding the entire arrangement for

trouble free operatio. The leg pipe sleeve to be braised with brass

strip for spark free opration. (refer B&R Drawing No. BR/FR/252 Rev-

0)

The entire job shall be as per specification & direction of IOCL.

EA 1.00 54600.00 54,600.00

588 Provision of additional Legs in EFR Tanks:

Providing new sleeve leg pipes of 80 mm (Schedule 40 thickness)

and inner leg pipe of 65 mm dia. (thickness shall be as per schedule

80 ), necessary pad platesand welding the entire arrangement for

trouble free operatio. The leg pipe sleeve to be braised with brass

strip for spark free opration. (refer B&R Drawing No. BR/FR/252 Rev-

0)

The entire job shall be as per specification & direction of IOCL.

EA 1.00 54000.00 54,000.00

589 Dismantling and re-installation charges for complete mechanical

seal/foam seal "Installation charges for complete mechanical seal

(primary and secondary) supply of required labour and removal of

existing foam seal including weather shield, foam, seal cover,

holding down bars, nuts/bolts etc. and stacking the same at the

designated place inside the terminal. Dismantled material shall be

the property of IOCL. The item includes charges for supervision by

manufacturer, if required.

Modification if any of the rim angle (by hot work, drilling and supply

of material including rim angle, if required) for fixing of new

mechanical also is included in the scope of contractor. "

M 1.00 1180.00 1,180.00

590 Testing of weld joints by Chalk- Kerosene test (for bottom /annular

plate & shell palte joint in vertical oil tanks)

M 1.00 85.00 85.00



Office-I.


ESTIMATE

591 Supplying, fabricating, welding, additional length of support pipe 40

mm dia, sch 40 for proper functioning and additional auto bleeder

vent to be provided as per B&R drawing no. BR/FR/265

EA 1.00 337.00 337.00

592 Drilling tell tale hole on reinforcement pads of manholes of specified

dia without damaging the shell.

EA 1.00 449.00 449.00

593 Supplying and welding 2 nos handles of 12 mm round bars bend in U

shape on each pontoon inspection hatch cover.

EA 1.00 169.00 169.00

594 Providing siphon breaker on top portion of expansion relief line

above gauge well housing top flange by suitably modifying existing

Tee on 25 mm dia line.

LS 1.00 2753.00 2,753.00

595 Supplying, fixing of existing brass sleeve (ring in two halves) of

50mm depth x 5mm thick in the top and bottom inner

circumference of gauge pipe sleeve by brazing and / or fixing to the

nut/bolts of gauge well sleeve by means of strips.

LS 1.00 19326.00 19,326.00

596 Supplying providing 6 mm thick, 2 ply neoprene gasket as per

drawing in between flanges of existing 400 mm dia gauge well

housing, providing nut/bolts etc as required.

EA 1.00 1404.00 1,404.00

597 Supplying, fabricating, providing cover with mesh for central drain of

Double Deck EFR tank as per B&R drawing No. BR/FR/283

EA 1.00 23595.00 23,595.00

598 Providing stitch welding on inner side of foam dam on roof top

wherever the same is not provided and reducing size of slots on

bottom of foam dam as required.

LS 1.00 14382.00 14,382.00

599 Supplying, fabricating, welding, erecting foam dam using 5 mm MS

plates (IS 2062) of 600 mm height at 600 mm from the shell internal

surface on the upper deck, stitch welding, painting with 2 coats of

red oxide zinc chromate primer and 2 coats of synthetic enamel

paint etc.

KG 1.00 95.00 95.00

600 Cleaning and carrying out welding of joints of required size (5mm -

8mm) wherever left out including wind girder, inside

pontoons(bulkheads to upper deck plate) etc after surface

preparation by grinding if required.

M 1.00 1272.00 1,272.00

601 Repair of defective weld joints by grinding/gouging to required

depth and rewelding by qualified welder to required length. After

the root run repair the weld joint will be subjected to Dye

Penetration test. Cost of Dye penetration test will be paid

separately. In case after repair, the weld joint is again found

defective, rectification & testing will be done free of cost.

M 1.00 2650.00 2,650.00

602 Removal of insulationof the tank. Item includes safe removal of

aluminium cladding, complete insulating material and stacking it at a

place as per instruction of site engineer. Removed aluminium

cladding will be the property of the contractor. Contractor should

quote rate deducting the rate of aluminium cladding (scrap).

M2 1.00 424.00 424.00

603 Repair of holes on roof plates with pad plates, 250 mm x 250 mm

including vacuum box testing of the weld joints after providing of

patch plates. Item includes supply of 5 mm plates as required.

EA 1.00 795.00 795.00

604 Overflow nozzle for water tank: Supply, fabrication, erecting of 100

mm dia NB nozzle of nominal wall thickness of 8.56 mm (SCH-XS) for

overflow line in shell 200 mm dia below lowest member of roof

trusses including external painting. Supply, welding of flange on

either end will be paid separately.

Item includes cutting of the previous over flow nozzle, if any,

providing patch plate on shell to close the opening.

EA 1.00 25000.00 25,000.00

605 Overflow nozzle for water tank: Supply, fabrication, erecting of 80

mm dia NB nozzle of nominal wall thickness of 7.62 mm (SCH-XS) for

overflow line on shell 200 mm dia below lowest member of roof

trusses including external painting. Supply, welding of flange on

either end will be paid separately.

Item includes cutting of the previous over flow nozzle, if any,

providing patch plate on shell to close the opening.

EA 1.00 21200.00 21,200.00

606 Pontoons compartments to be tested individually with air pressure

max. 0.5 Kg/sqcm by sealing compartment joints on top and hatch &

checking by means of soap water on all joints to ensure the

pontoons are free from pinholes/ leakages/ seepage etc. before re-

commissioning the tank.

LS 1.00 27030.00 27,030.00

607 Replacement of existing Central Drain 100 NB Sch 80 Pipe inside

pontoon.

Item includes dismantling/cutting of existing 100 NB pipe,

reinforcement pad plates, etc. and supply, fabrication, welding &

testing of new 100 NB sch 80 pipe, reinforcement pad plates,

stiffners, etc. as drg. no.: per BR/FR/295.

LS 1.00 30210.00 30,210.00



Office-I.


ESTIMATE

608 Corroded Emergency drain pipe to be replaced with new pipe as per

B&R drawing ref. BR/FR/267. DP test of root run of welding should

be carried out and vacuum box testing of any new welding in lower

deck plate should be carried out at no extra cost.

LS 1.00 37948.00 37,948.00

609 Removal of metal cleats provided in the gauge well sleeve by gas

cutting, Supply and providing brass sleeves of 50 mm X 5 mm size

both on top and bottom of gauge well sleeve pipe. Item includes

supply of all the required instruments and machinary.

LS 1.00 22048.00 22,048.00

610 Welding of shell plate with bottom wherever missing, welding of Pad

plates already provided on the bottom for roof legs with E-6013

electrode grinding and welding lower deck plates with 1no. of leg

sleeve and 1 manhole neck from inside the tank. Welding between 1

step and flat of rolling ladder. Chalk kerosene test of shell and

bottom flats to be done at no extra cost.

Inch 1.00 148.00 148.00

611 Replacement of existing Tank vents:

Dismantling of existing air vents of 6 inch dia by gas cutting and

stacking at designated place within terminal, supply, fabrication,

handling and fixing air vents of 10 inch LRB type as per IOCL Drg. Ref.

BR/CR/278 Rev-1 including providing new nozzle on roof of 250 mm

dia, SO flanges as required etc. Dismantled air vent material will be

property of party and is to be taken by them. Rebate towards cost of

scrap to be considered while quoting for this item.

EA 1.00 46110.00 46,110.00

612 Taking radiographs of tank weld joints (T joints/horizontal/vertical

joint) using film size 4" x 8" or 3" x 12 " as required.

Radiography inspection on tank joints of all types and thickness

including providing all necessary equipment and safe double

scaffolding required to perform the work as per specifications and

instruction of Site Engineer. The radiographs shall be submitted to

the engineer in charge at site/ third party inspecting agency.

Retaking of radiography due to defective welds/defective films/

defective workmanship etc. will be to contractor's account.

EA 1.00 1206.00 1,206.00

613 Submission of radiographs to Third Party Inspection

Agency(PDIL/BVIS/DNV/TUV) and getting evaluation report duly

certified by qualified inspector(ASNT Level II)

EA 1.00 4240.00 4,240.00

614 Supply of sweet water for floatation testing/hydrotesting of

CR/EFR/IFR vertical tank. Water is to be filled till full height of tank.

Payment will be made for total quantity of water mathematically or

arithmatically calculated, as per size of tank.

KL 1.00 289.00 289.00

615 Supplying, providing of safe tubular double stage (box type)

scaffolding outside the tank as per specification & satisfaction of

location in charge. After use, the same shall be dismantled and taken

away by the contractor. Payments shall be made for actual area of

scaffolding provided based on requirement. Area of scaffolding will

be measured on the basis of actual height of scaffolding provided

multiplied by actual average length of scaffolding provided.

M2 1.00 371.00 371.00

616 Designing, supplying,fabricating,welding, bolting, riveting,

assembling and erecting in position temporary required local 8.0 M

highfire screen wall aound the tank with GI sheets with cross

supports etc as per alignment shown by site Engineer, maintaining

same till the completion of entire work and dismantling the entire

screen wall carting away the dismantled materials from site redoing

the entire existing surface to the original condition etc complete.The

8M high fire screen wall including the foundation is to be designed

and approved by a '' licensed structural Engineer'' and should be

suitable for local soil bearing capacity, wind speed etc.

M2 1.00 1219.00 1,219.00

617 Erecting temporary mobile fire screen wall around the place where

hot works is carried out using GI sheets or non-flammable asbestos

sheets. Payment will be made for total area of sheets provided. The

screen needs to be moved from place to place at no extra cost.

M2 1.00 1360.00 1,360.00

618 Conducting Dye penetration test on the new weld joints (shell to

bottom plate, pad plates for roof supports, lower deck plate with leg

sleeve, manhole neck, rolling ladder etc) after welding.

M 1.00 426.00 426.00

619 Conducting Vacuum Box testing of roof/bottom plates at specified

pressure(vacuum) including supply of all required equipments like

vacuum box, vacuum pump etc. complete as per instruction of site-

in-charge.

LS 1.00 21200.00 21,200.00



Office-I.


ESTIMATE

620 Conducting weld inspection of all weld joints on shell plate by wet

Fluorescent Magnetic Particle with UV lamp including supervision by

qualified inspector with ASNT level 2 certification. Note: Scaffolding

will be paid separately.

M 1.00 636.00 636.00

621 Carrying out bottom floor scanning of storage tanks using either Low

Frequency Electromagnetic Testing (LEFT) or Magnetic Flux Leakage

(MFL) technique to identify corrosion, pitting, thickness loss,

perforation of products as well as soil side of bottom plates.

Ultrasonic thickness of the inaccessible areas where LEFT / MFL is

restricted. Confirmation and sizing of defects by use of UT gauge.

Submission of reports (plate wise) for wall loss greater than 20% as

per enclosed scope of work

M2 1.00 162.56 162.56

622 "Supply and installation of CP System (by Sacrificial product side

anode) - For Product Tanks

The job includes drawing, design, detailed Engineering, supply of

material, installation, testing and commissioning of SACRIFICIAL

CATHODIC PROTECTION for the mitigation of Internal corrosion in

bottom plate of product Tank. The main activities involved are:Basic

Site Survey, Design, Detail Engineering and Supply of

materialfollowed by installation, testing and commissioning and

handing over theCP System as per detailed specifications enclosed.

The SACRIFICIAL CATHODIC PROTECTION design shall be based as

per NACE Standard RP-01-96, RP-0575, RP-0193-93 and corrosion

control in petroleum production, TPC Publication No. 05 and Indian

Standard IS8062 (1976): Code of Practice for C.P of Steel

Structures." Please Note: Drawing/design for providing sacrificial

cathodic protection systemin product tanks to be done only after

site survey/visit.

M2 1.00 860.00 860.00

623 Supply and installation of CP System - For Water Tanks -

The job includes drawing, design, detailed Engineering, supply of

material, installation, testing andcommissioning of SACRIFICIAL

CATHODIC PROTECTION for the mitigation of Internal corrosion in

bottom, shell, roof plate & roof structural of Water Tank. The main

activities involved are:Basic Site Survey, Design, Detail Engineering

and Supply of materialfollowed by installation, testing and

commissioning and handing over theCP System as per detailed

specifications enclosed.

The SACRIFICIAL CATHODIC PROTECTION design shall be based as

per NACE Standard RP-01-96, RP-0575, RP-0193-93 and corrosion

control in petroleum production, TPC Publication No. 05 and Indian

Standard IS8062 (1976): Code of Practice for C.P of Steel

Structures." Please Note: Drawing/design for providing sacrificial

cathodic protection system in fire water tanks to be done only after

site survey/visit.

M2 1.00 750.00 750.00

624 CIVIL WORKS

625 Earth work in surface excavation not exceeding 30 cm in depth but

exceeding 1.5 m in width as well as 10 sqm on plan including

disposal of excavated earth within site and lift upto 1.5 m, disposed

soil to be levelled and neatly dressed

M2 1.00 52.48 52.48

626 Clearing grass and removal of the rubbish outside site premises and

at unobjectionable place

M2 1.00 3.61 3.61

627 Clearing jungle including uprooting of rank vegetation, grass, brush

wood, trees and saplings of girth upto 30cm measured at a height of

1m above ground level and removal of rubbish outside the site and

to unobjectionable place

M2 1.00 7.13 7.13

628 Earth work in rough excavation, banking excavated earth in layers

not exceeding 20 cm in depth, breaking clods watering, rolling each

layer with ½ tonne roller or wooden or steel rammers, and rolling

every 3rd and top-most layer with power roller of minimum 8

tonnes and dressing up in embankments for roads, flood banks,

marginal banks and guide banks or filling up ground depressions,

within site and lift upto 1.5 m for ALL KINDS OF SOIL

M3 1.00 423.73 423.73

629 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means over areas (exceeding 30cm in depth.

1.5m in width as well as 10 sqm on plan) including disposal of

excavated earth within and outside site to unobjectionable place,

disposed earth to be levelled and neatly dressed.

-

630 i) All kinds of Soil M3 1.00 124.72 124.72

631 ii) Ordinary rock M3 1.00 218.9 218.90

632 iii) Hard Rock(Requiring Blasting) M3 1.00 389.47 389.47

633 iv) Hard Rock (Blasting Prohibited) chiesel/pneumatic drilling M3 1.00 613.77 613.77



Office-I.


ESTIMATE

634 Deduct for disposal of soil not levelled AND NOT neatly dressed

against item no. 1005a,1005b,1005c,1005d

M3 1.00 37.58 37.58

635 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan) including dressing of

sides & ramming of bottoms, lift upto 1.5 m, including getting out

the excavated soil & disposal of surplus excavated soil as

directed within or outside the site at an unobjectionable place.

-

636 All kinds of Soil M3 1.00 164.78 164.78

637 Ordinary rock M3 1.00 273.16 273.16

638 Hard Rock(Requiring Blasting) M3 1.00 461.51 461.51

639 Hard Rock(Blasting Prohibited) chiesel/pneumatic drilling M3 1.00 650.31 650.31

640 Extra for excavation for every additional lift of 1.5m or part thereof

in ALL KIND OF SOIL

M3 1.00 16.93 16.93

641 Extra for excavation for every additional lift of 1.5m or part thereof

in HARD ROCK

M3 1.00 30.05 30.05

642 Excavating trenches of required width for pipes, cables, etc

including excavation for sockets & dressing of sides, ramming of

bottoms,depth upto 1.5m including getting out excavated soil &

then returning the soil as required, in layers not exceeding 20 cm

in depth including consolidating each deposited layer by ramming,

watering, etc. and disposing surplus excavated soil as directed,

within or outside site at unobjectionable place IN ALL KIND OF

SOILS

-

643 i) Pipes,cables etc. not exceeding 80mm dia M 1.00 136.71 136.71

644 ii) For extra depth of >1.5m < 3m for dia upto 80mm M 1.00 173.61 173.61

645 iii) For extra depth of >3m < 4.5m for dia upto 80mm M 1.00 430.63 430.63

646 iv) Pipes, Cable etc. > 80mm < 300m dia M 1.00 223.26 223.26

647 v) For extra depth of >1.5m < 3m for dia 80 to 300mm M 1.00 283.53 283.53

648 vi) For extra depth of >3m < 4.5m for dia 80 to 300mm M 1.00 703.26 703.26

649 vii) Pipes,cables etc.> 300mm < 600mm dia M 1.00 348.57 348.57

650 viii)For extra depth of >1.5m < 3m for dia300 to 600mm M 1.00 442.69 442.69

651 ix) For extra depth of >3m < 4.5m for dia 300 to600mm M 1.00 1098.01 1,098.01

652 Excavating trenches of required width for pipes, cables, etc

including excavation for sockets, depth upto 1.5m including getting

out excavated material ,returning the soil as required in layers in

not exceeding 20 cm in depth including consolidating each

deposited layer by ramming, watering, etc. & stacking serviceable

material and disposing unserviceable material as directed outside

site at an unobjectionable place IN ORDINARY ROCK

-

653 i) Pipes,cables etc. not exceeding 80mm dia M 1.00 192.61 192.61

654 ii) For extra depth of >1.5m < 3m for dia upto 80mm M 1.00 198.39 198.39

655 iii) For extra depth of >3m < 4.5m for dia upto 80mm M 1.00 489.22 489.22

656 iv) Pipes, Cable etc. > 80mm < 300m dia M 1.00 476.91 476.91

657 v) For extra depth of >1.5m < 3m for dia 80 to 300mm M 1.00 491.22 491.22

658 vi) For extra depth of >3m < 4.5m for dia 80 to 300mm M 1.00 1211.35 1,211.35

659 vii) Pipes,cables etc.> 300mm < 600mm dia M 1.00 548.8 548.80

660 viii)For extra depth of >1.5m < 3m for dia300 to 600mm M 1.00 565.27 565.27

661 ix) For extra depth of >3m < 4.5m for dia 300 to600mm M 1.00 1393.97 1,393.97

662 Filling available excavated earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not exceeding 20cm in depth,

consolidation each deposited layer by ramming and watering, within

premises and lift upto 1.5m

M3 1.00 124.53 124.53

663 Supply & filling imported earth, in plot,trenches, plinth, sides of

foundations etc. in layers not exceeding 20cm in depth, each

deposited layer by ramming and watering.

M3 1.00 453.84 453.84

664 Supplying and Local sand filling within the grading zone V of fine

aggregates specified in table 3.1 , clause 3.1.3 of attached

specifications, in plinth, under floors etc. in layers not exceeding

20cm in depth, each deposited layer to be compacted by ramming

watering and dressing complete

M3 1.00 908.82 908.82

665 Providing and laying in position cement concrete of specified grade

excluding cost of centering and shuttering - All work up to plinth

level :

-

666 i) 1:1:2(1 Cement : 1 Coarse Sand : 2 Graded stone aggregate of

20mm)

M3 1.00 7,234.68 7,234.68

667 ii)1:1½:3(1 Cement :1½ Coarse Sand: 2 Graded stone aggregate of

20mm)

M3 1.00 5,866.97 5,866.97

668 iii)1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of

20mm)

M3 1.00 5,428.58 5,428.58

669 iv)1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of

40mm)

M3 1.00 5,337.97 5,337.97

670 v)1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of

20mm)

M3 1.00 4,879.04 4,879.04

671 vi)1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of

40mm)

M3 1.00 4,767.68 4,767.68

672 vii)1:3:6(1 Cement : 3 Fine Sand : 6 Graded stone aggregate of

40mm)

M3 1.00 4,498.43 4,498.43

673 viii)1:4:8(1 Cement :4 Coarse Sand : 8 Graded stone aggregate of

40mm)

M3 1.00 4,434.56 4,434.56



Office-I.


ESTIMATE

674 ix)1:4:8(1 Cement :4 Fine Sand : 8 Graded stone aggregate of 40mm) M3 1.00 4,165.30 4,165.30

675 x) 1:5:10(1 Cement :5 Coarse Sand : 10 Graded stone aggregate of

40mm)

M3 1.00 4,168.07 4,168.07

676 xi)1:5:10(1 Cement :5 Fine Sand : 10 Graded stone aggregate of

40mm)

M3 1.00 3,921.15 3,921.15

677 Providing & laying cement concrete in retaining walls, return walls,

walls (any thickness) including attached pilasters, columns, piers,

abutments,pillars,posts,struts, buttresses,string or lacing courses,

parapets,coping, bed blocks, anchor blocks, plain window sills,

fillets etc. UP TO FLOOR V LEVEL excluding the cost of centering,

shuttering and finishing :

-

678 i) PCC 1 Cement:1 Coarse Sand:2 Graded Stone Aggregate 20mm M3 1.00 8,290.05 8,290.05

679 ii) PCC 1 Cement:1½ Coarse Sand:3 Graded Stone Aggregate 20mm M3 1.00 6,922.35 6,922.35

680 iii) PCC 1 Cement:2 Coarse Sand:4 Graded Stone Aggregate 20mm M3 1.00 6,483.96 6,483.96

681 iv) PCC 1 Cement:2 Coarse Sand:4 Graded Stone Aggregate 40mm M3 1.00 7,019.00 7,019.00

682 v) PCC 1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 20mm M3 1.00 5,934.41 5,934.41

683 vi) PCC 1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 40mm M3 1.00 5,601.14 5,601.14

684 vii)PCC 1 Cement:3 Fine Sand:6 Graded Stone Aggregate 40mm M3 1.00 5,556.18 5,556.18

685 Centering and shuttering including strutting, propping etc. and

removal of form work for PCC

-

686 i) C&S for PCC in foundations,footings,bases of column M2 1.00 192.06 192.06

687 ii)C&S for PCC in retaining/return wall,wall including attached

pilaster buttresses, plinth & string courses,fillets etc.

M2 1.00 374.91 374.91

688 iii) C&S for PCC in Columns, piers, abutment, pillars,posts & struts M2 1.00 463.3 463.30

689 Providing and fixing up to floor five level PRECAST CEMENT

CONCRETE string or lacing courses, copings, bed plates, anchor

blocks, plain window sills, shelves, louvers, steps, stair cases, etc.

including hoisting and setting in position with cement mortar 1:3

(1 Cement : 3 coarse sand), cost of required centering complete

nominal size)

-

690 i)1:2:4( 1 Cement:2 Coarse sand:4 graded stone aggregate 20mm

nominal size)

M3 1.00 6,266.35 6,266.35

691 ii)1:3:6( 1 Cement:3 Coarse sand:6 graded stone aggregate 20mm

nominal size)

M3 1.00 5,722.54 5,722.54

692 iii)1:1.5:3( 1 Cement :1.5 Coarse sand: 3 graded stone aggregate

20mm nominal size)

M3 1.00 6,706.52 6,706.52

693 Providing & fixing at or near ground level PRECAST CEMENT

CONCRETE in kerbs, edgings etc. as per approved pattern and setting

in position with cement mortar 1:3 (1 Cement : 3 coarse sand)

including the cost of required centering, shuttering complete

M3 1.00 6,109.79 6,109.79

694 Providing and laying in position ready mixed plain cement

concrete, with cement content as per approved design mix and

manufactured in fully automatic batching plant and transported to

site of work in transit mixer for all leads, having continuous

agitated mixer, manufactured as per mix design of specified grade

for plain cement concrete work, including pumping of R.M.C. from

transit mixer to site of laying & curing, excluding the cost of

centering, shuttering finishing including cost of curing, admixtures

in recommended proportions as per IS :9103 to accelerate/ retard

setting of concrete, improve workability without impairing

strength and durability as per direction of site engineer, ALL

WORKS UPTO PLINTH LEVEL.

-

695 i) M-15 grade plain cement concrete (cement content considered @

240 kg/cum

M3 1.00 6,130.43 6,130.43

696 ii) M-10 grade plain cement concrete (cement content considered @

220 kg/cum)

M3 1.00 5,992.79 5,992.79

697 Providing and laying in position ready mixed plain cement

concrete, with cement content as per approved design mix and

manufactured in fully automatic batching plant and transported to

site of work in transit mixer for all leads, having continuous

agitated mixer, manufactured as per mix design of specified grade

for plain cement concrete work, including pumping of R.M.C. from

transit mixer to site of laying & curing, excluding the cost of

centering, shuttering finishing including cost of curing, admixtures

in recommended proportions as per IS :9103 to accelerate/ retard

setting of concrete, improve workability without impairing

strength and durability as per direction of site engineer, ALL

ABOVE PLINTH & UPTO FLOOR V LEVEL

-



Office-I.


ESTIMATE

698 i) M-15 grade plain cement concrete. (cement content considered @

240 kg. /cum)

M3 1.00 6,696.12 6,696.12

699 ii) M-10 grade plain cement concrete (cement content considered @

220 kg/cum)

M3 1.00 6,558.53 6,558.53

700 Providing and laying damp-proof course 40mm thick with cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 12.5mm nominal size). Item includes mixing water

proofing material in cement concrete work @ 1 kg per 50kg of

cement. Applying a coat of residual petroleum bitumen of grade VG-

10 of approved quality using 1.7kg per square metre on damp proof

course after cleaning the surface with brushes & finally with a piece

of cloth lightly soaked in kerosene oil.

M2 1.00 399.03 399.03

701 Making plinth protection 50mm thick of cement concrete 1:3:6 (1

cement :3 coarse sand : 6graded stone aggregate 20mm nominal

size) over 75mm bed by dry brick ballast 40mm nominal size well

rammed and consolidated and grouted with fine sand including

finishing the top smooth

M2 1.00 445.97 445.97

702 Providing and laying in position specified grade of reinforced

concrete excluding the cost of centering, shuttering, finishing

and reinforcement - All work up to plinth level

703 i) RCC 1 Cement :1 Coarse Sand: 2 Graded Stone Aggregate 20mm M3 1.00 7,707.88 7,707.88

704 ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm M3 1.00 6,154.84 6,154.84

705 iii) RCC 1 Cement :2 Coarse Sand: 4 Graded Stone Aggregate 20mm M3 1.00 5,716.45 5,716.45

706 Providing & Laying Reinforced cement concrete work in walls

(Any thickness) including attached pilasters, buttresses, plinth and

string courses, fillets,columns, pillars,piers, abutments, posts and

struts etc.UP TO FLOOR V LVL excluding cost of

centering,shuttering, finishing and reinforcement :

707 i) RCC 1 Cement :1 Coarse Sand: 2 Graded Stone Aggregate 20mm M3 1.00 8,432.26 8,432.26

708 ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm M3 1.00 7,076.24 7,076.24

709 iii) RCC 1 Cement :2 Coarse Sand: 4 Graded Stone Aggregate 20mm M3 1.00 6,597.49 6,597.49

710 Reinforced cement concrete work in beams, suspended floors, roofs

having slope up to 15° landings, balconies, shelves chajjas,

lintels, bands, plain window sills, staircases and spiral stair cases up

to floor five level excluding the cost of centering, shuttering,

finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size).

M3 1.00 7,318.85 7,318.85

711 Providing and laying up to floor five level reinforced cement

concrete in kerbs, steps and the like excluding the cost of

centering, shuttering, finishing and reinforcement with 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal

size).

M3 1.00 6,860.41 6,860.41

712 Providing and laying RCC work in vertical and horizontal fins

individually or forming box louvers, facias and eaves boards up to

floor five level excluding the cost of centering, shuttering,

finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand

: 3 graded stone aggregate 20mm nominal size).

M3 1.00 6,650.92 6,650.92

713 Centering and shuttering including strutting, propping etc. and

removal of form for :

714 i) Foundations,footings,bases of columns, etc. for mass concrete M2 1.00 192.06 192.06

715 ii)Walls (any thickness) including attached pilasters, buttress, plinth

and string courses etc.

M2 1.00 374.91 374.91

716 iii) Suspended floors,roofs,landings,balconies, access platform and

Shelves (Cast in situ)

M2 1.00 418.19 418.19

717 iv) Lintels, beams plinth beams,girders bressumers and cantilevers M2 1.00 339.56 339.56

718 v) Columns, Pillars, Piers, Abutments, Posts and Struts. M2 1.00 463.3 463.30

719 vi) Stairs, (excluding landings) except spiral-staircases M2 1.00 415.27 415.27

720 vii)Vertical and horizontal fins individually or forming box, louver

bands facias and eaves boards.

M2 1.00 621.74 621.74

721 vii) Suspended floors, roofs,landings balconies and access platform

with water proof ply 12mm thick.

M2 1.00 492.61 492.61

722 vii)Lintels, beams, plinth beams, girders, bressumers , columns,

cantilevers. with water proof ply 12mm thick.

M2 1.00 414.87 414.87

723 Providing, hoisting and fixing up to floor five level precast

reinforced cement concrete in shelves including setting in cement

mortar 1:3 (1 cement : 3 coarse sand), cost of required centering,

shuttering and finishing with neat cement punning on exposed

surfaces but excluding the cost of reinforcement with 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal

size).

M3 1.00 12,602.66 12,602.66



Office-I.


ESTIMATE

724 Supply of Reinforcement for R.C.C. including straightening, cutting,

bending, placing in position & binding all complete at all levels

725 i) Mild steel,medium tensile steel bars etc. conforming to IS 432-I&II KG 1.00 54.76 54.76

726 ii)Thermo Mechanically Treated Bars Fe- 500 grade,Conforming to

IS1786

KG 1.00 56.05 56.05

727 Providing and laying in position, machine batched, machine mixed

design mix M-25 grade cement concrete for reinforced cement

concrete work, using cement as per approved design mix, including

pumping of concrete to site of laying but excluding the cost of

centering, shuttering, finishing and reinforcement. including

Admixtures in recommended proportions as per IS 9103 to

accelerate, retard setting of concrete,improve workability without

impairing strength and durability as per direction of Engineer-in-

charge. (Note :- Cement content considered in this item is @ 330

kg/cum. Excess/less cement used as per design mix is

payable/recoverable separately).

728 i) M-25 grade reinforced cement concrete UP TO PLINTH LEVEL M3 1.00 6,383.69 6,383.69

729 ii) M-25 grade reinforced cement concrete ABOVE PLINTH & UP TO

FLOOR 5 LEVEL

M3 1.00 7,179.47 7,179.47

730 Providing and laying in position ready mixed concrete of

M25 grade, manufactured in fully automatic batching plant and

transported to site of work in transit mixer for all leads having

continuous agitated mixer, manufactured as per mix design of

specified grade for reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of laying , excluding

the cost of centering, shuttering finishing and reinforcement

including cost of admixtures in recommended proportions as per IS

: 9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as per

direction of the Engineer - in - charge. (Note :- Cement content

considered in this item is @ 330 kg/cum. Excess/less cement used

as per design mix is payable/recoverable separately).

731 i) M25 RMC for All works UP TO PLINTH LEVEL M3 1.00 6,648.24 6,648.24

732 ii) M25 RMC for All works ABOVE PLINTH UPTO FLOOR 5 LEVEL M3 1.00 7,444.02 7,444.02

733 Extra for providing richer mixes at all floor levels. Note:-

Excess/less cement over the specified cement content used is

payable /recoverable separately.

734 i)Providing M-30 grade concrete instead of M-25 grade BMC/RMC.

(Note:- Cement content considered in M-30 is @ 340 kg/cum).

M3 1.00 68.82 68.82

735 ii) Providing M-35 grade concrete instead of M-25 grade BMC/RMC.

(Note : Cement content considered in M-35 is @ 350 kg/cum).

M3 1.00 137.6 137.60

736 iii) Providing M-40 grade concrete instead of M-25 grade

BMC/RMC.(Note : Cement content considered in M-40 is @ 360

kg/cum).

M3 1.00 206.42 206.42

737 Deduct for using less cement than the quantity as provided in the

item of BMC/RMC as arrived as per mix design.

KG 1.00 666.2 666.20

738 Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each

four floors or part thereof.

M3 1.00 230.04 230.04

739 Providing and laying Brick work with bricks of class designation 75

Including Scaffolding :

740 Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN

FOUNDATION AND PLINTH

M3 1.00 4,921.91 4,921.91

741 Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN

FOUNDATION AND PLINTH

M3 1.00 4,705.39 4,705.39

742 Brick work in Cement mortar 1:4 (1 cement: 4 coarse sand) in

superstructure ABVOE PLINTH & UP TO FLOOR V LEVEL

M3 1.00 5,745.02 5,745.02

743 Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand) in

superstructure ABVOE PLINTH & UP TO FLOOR V LEVEL

M3 1.00 5,528.50 5,528.50

744 Extra for brick work in superstructure above floor V level for each

four floors or part thereof by mechanical means by lifting material

using mobile crane

M3 1.00 203.45 203.45

745 7Cm Thick Brick work in cement mortar 1:3(1 cement:3 coarse sand)

in superstructure

M2 1.00 530.29 530.29

746 Half brick masonry in Cement mortar 1:3 (1 cement : 3 coarse sand)

IN FOUNDATION AND PLINTH

M2 1.00 611.98 611.98


IN FOUNDATION AND PLINTH

M2 1.00 587.72 587.72


IN superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL

M2 1.00 701.8 701.80


superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL

M2 1.00 677.54 677.54



Office-I.


ESTIMATE

750 Extra for half brick masonry in superstructure, above floor V level

for every four floors or part thereof by mechanical means by lifting

material using mobile crane.

M2 1.00 18.02 18.02

751 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars

at every third course of half brick masonry.

M2 1.00 56.3 56.30

752 Brick work with Class Designation 50 bricks in Cement mortar 1:4 (1

cement : 4 coarse sand) IN FOUNDATION AND PLINTH

M3 1.00 4,637.67 4,637.67

753 Brick work with Class Designation 50 bricks in Cement mortar 1:4 (1

cement : 4 coarse sand) in superstructure ABOVE PLINTH AND UP

TO FLOOR V LEVEL

M3 1.00 4,982.47 4,982.47

754 Half brick masonry with Class designation 50 bricks in Cement

mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH

M2 1.00 555.24 555.24

755 Half brick masonry with Class designation 50 bricks in Cement

mortar 1:4 ( 1 cement : 4 coarse sand) IN superstructure ABOVE

PLINTH & UP TO FLOOR V LEVEL

M2 1.00 645.02 645.02

756 Providing and laying Brick edging 7cm wide 11.4cm. deep to plinth

protection with bricks of class designation 75 including grouting with

cement mortar 1:4 (1 cement : 4 fine sand)

M 1.00 38.82 38.82

757 Providing and laying brick on edge flooring with bricks of Class

designation 75 on a bed of 12mm cement mortar including filing

the joints with same mortar with common burnt clay brick in

758 i) cement mortar 1:4 (1 cement : 4 fine sand) M2 1.00 669.37 669.37

759 ii) cement mortar 1:6 (1 cement : 6 fine sand) M2 1.00 631.79 631.79

760 Providing and laying Dry brick on edge flooring in required pattern

with bricks of Class designation 75 on a bed of 12mm mud mortar

including filling joints with fine sand complete.

M2 1.00 510.98 510.98

761 Structural steel work in single section fixed with or without

connecting plate including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer all complete.

KG 1.00 57.88 57.88

762 Structural steel work riveted,bolted or welded in built up sections,

trusses & framed work, including cutting, hoisting, fixing in position

and applying a priming coat of approved steel primer all complete:

KG 1.00 66.94 66.94

763 Steel work in built up tubular trusses including cutting,hoisting

fixing in position & applying a priming coat of approved steel

primer, welded and bolted including special shaped washers etc.

complete.

764 i) Hot finished welded type tubes. KG 1.00 89.37 89.37

765 ii) Hot finished seamless type tubes. KG 1.00 92.99 92.99

766 Providing & fixing hand rail of approved size, welding etc. to steel

ladder railing,balcony railing & staircase railing including applying

priming coat of approved steel primer.

767 i) M.S. tube. KG 1.00 91.1 91.10

768 ii) E.R.W. tubes. KG 1.00 116.9 116.90

769 iii) G.I. pipes KG 1.00 99.27 99.27

770 40mm Thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse

sand:4 stone aggregate of 20mm nominal size) finished with a

floating cement coat of neat including cement slurry, but excluding

the cost of nosing of steps etc. complete.

M2 1.00 359.07 359.07

771 52 mm thick cement concrete flooring with concrete hardener

topping under layer 40 mm thick cement concrete 1:2:4 (1 cement :

2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and

top layer 12 mm thick cement hardener consisting of mix 1:2 (1

cement hardener mix : 2 graded stone aggregate 6 mm nominal

size) by volume, hardening compound is mixed @ 2 litre per 50kg

of cement or as per manufacturers specifications. This includes cost

of cement slurry, 2mm thick PVC strip at desired spacing, cost of

nosing in steps Complete.

M2 1.00 549.84 549.84

772 18mm thick Cement plaster skirting with cement mortar 1:3 (1

cement : 3 coarse sand) finished with floating coat of neat cement.

M2 1.00 346.64 346.64

773 Precast terrazzo tiles 22mm thick with graded marble chips of size

upt 12mm laid in floors, landings, jointed with neat cement slurry

mixed with pigment to match the shade of the tiles including

rubbing & wax polishing complete precast tiles on 20mm thick bed

of cement mortar 1:4, (1cement :4 coarse sand) : LIGHT SHADE

USING WHITE CEMENT

M2 1.00 943.08 943.08

774 Precast terrazzo tiles 22mm thick with graded marble chips of sizes

up to 12mm in skirting & risers of steps not exceeding 30 cm in

height on 12mm thick cement plaster 1:3 (1 cement :3 coarse sand)

jointed with neat cement slurry mixed with pigment to match the

shade of the TILES, including rubbing, wax polishing complete with

tiles of LIGHT SHADE USING WHITE CEMENT

M2 1.00 1,268.03 1,268.03



Office-I.


ESTIMATE

775 Chequered precast cement concrete tiles 22 mm thick in footpath &

courtyard jointed with neat cement slurry mixed with pigment to

match the shade of tiles including rubbing and cleaning etc.

complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4

coarse sand). TILES OF DARK SHADE USING ORDINARY CEMENT

M2 1.00 709.38 709.38

776 Providing & fixing Ist quality ceramic glazed wall tiles conforming to

IS : 15622 (thickness as specified by the manufacturer ) of approved

make in all colours,shades except burgundy,bottle green,black of

any size as approved by Engineer-in-Charge in skirting,risers of steps

and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3

coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm

including pointing in white cement mixed with pigment of

matching shade.

M2 1.00 737.55 737.55

777 Providing & laying rectified Glazed Ceramic floor tiles 300x300 mm

or more (thickness to be specified by the manufacturer) of 1st

quality conforming to IS : 15622 of approved make in colours White,

Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar

1:4 (1 Cement : 4 Coarse sand) including grouting the joints with

white cement and matching pigments etc., complete.

M2 1.00 681.65 681.65

778 Providing & laying vitrified floor tile in different sizes (thickness as

per manufacturer) with water absorption's less than 0.08% and

conforming to IS : 15622 of approved make in all colours and

shades, laid on 20mm thick cement mortar as specified with

coarse sand, including grouting the joints with white cement and

matching pigments etc., complete for flooring/skirting as specified.

779 i) Flooring with size of Tiles 60x60Cm in cement mortar 1:4 M2 1.00 1,108.50 1,108.50

780 ii) Flooring with size of Tiles 80x80Cm in cement mortar 1:4 M2 1.00 1,401.18 1,401.18

781 iii) Skirting with size of Tiles 60x60Cm in Cement mortar 1:3 M2 1.00 1,124.15 1,124.15

782 iv) Skirting with size of Tiles 80x80Cm in cement mortar 1:3 M2 1.00 1,418.85 1,418.85

783 Deduct for not using 20mm thick cement mortar 1:4 (1 cement : 4

coarse sand) bedding in laying of floor tiles.

M2 1.00 461.91 461.91

784 Fixing glazed/ Ceramic/Vitrified floor tiles with cement based high

polymer modified quick-set tile adhesive (Water based) conforming

to IS: 15477 , using quick set tile adhesive(water based) in average

3mm thickness.

M2 1.00 382.44 382.44

785 Providing & fixing Klippon Galvalume steel profile sheets (size,

shape and pitch of corrugation as approved by Engineer-in-charge)

of bare metal thickness 0.50mm as per ASTM A446 having yield

stress of 275mpa, surface shall have hot dip metallic coating of

Aluminium Zinc alloy comprising of 55% aluminium,43.5% zinc &

1.5% silicon, with 5-7 micron epoxy primer and polyester top coat

of 15-18 micron on both sides,total coated thickness(TCT) of

0.58mm.Sheet shall have protective guard film of 25 microns

minimum to avoid scratches while transportation & should be

supplied in single length up to 6m or as desired by Engineer-in-

charge.

786 i) Profile Sheet for roofing M2 1.00 1,382.15 1,382.15

787 ii) Plain Sheet for Ridges (500 - 600mm). M2 1.00 356.94 356.94

788 iii) Plain sheet for Flashings/ Aprons.( Upto 600 mm) M2 1.00 329.56 329.56

789 iv) Plain Sheet for Gutter .(600 mm over all girth). M2 1.00 824.94 824.94

790 Providing and fixing on wall face unplasticised Rigid PVC rain water

pipes conforming to IS:13592 Type A including jointing with seal

ring conforming to IS : 5382 leaving 10 mm gap for thermal

expansion, Single socketed pipes.

791 i) 75 mm diameter M 1.00 147.3 147.30

792 ii) 110 mm diameter M 1.00 234.05 234.05

793 iii) 160 mm diameter PVC Rain water pipe M 1.00 499.64 499.64

794 Providing & fixing on wall face unplasticised - PVC moulded

fittings/ accessories for unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A including jointing with seal ring

conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

795 i) 75mm Coupler EA 1.00 64.32 64.32

796 ii) 110mm Coupler EA 1.00 101.65 101.65

797 iii) 75 mm Single pushfit Coupler EA 1.00 64.32 64.32

798 iv) 110 mm Single pushfit Coupler EA 1.00 93.63 93.63

799 v) Single tee with door of 75x75x75 mm EA 1.00 120.32 120.32

800 vi) Single tee with door of 110x110x110 mm EA 1.00 179.78 179.78

801 vii) Single tee without door of 75x75x75 mm EA 1.00 104.23 104.23

802 viii) Single tee without door of110x110x110 mm EA 1.00 165.97 165.97

803 ix) 87.5° Bend of 75 mm EA 1.00 75.8 75.80

804 x) 87.5° Bend of 110 mm EA 1.00 112 112.00

805 xi) Shoe (Plain) of 75 mm EA 1.00 65.46 65.46

806 xii) Shoe (Plain) of 110 mm EA 1.00 97.05 97.05

807 Providing and laying cement plaster on surfaces with fine sand

including curing etc.

808 i) 12 mm cement plaster of mix1:4(1 cement: 4 fine sand) M2 1.00 171.27 171.27

809 ii)12 mm cement plaster of mix1:6 1 cement: 6 fine sand) M2 1.00 158.79 158.79



Office-I.


ESTIMATE

810 iii) 15mm Cement plaster of mix1:4 (1cement: 4 fine sand) on rough

side of half or single brick wall

M2 1.00 198.3 198.30

811 iv) 15mm Cement plaster of mix1:6 (1 cement: 6 fine sand) on rough

side of half or single brick wall

M2 1.00 183.4 183.40

812 v) 20mm Cement plaster of mix1:4 (1 cement: 4 fine sand) M2 1.00 237.81 237.81

813 vi) 20mm Cement plaster of mix1:6 (1 cement: 6 fine sand) M2 1.00 218.45 218.45

814 Providing Neat cement punning M2 1.00 42.19 42.19

815 Distempering with 1st quality acrylic washable distemper (ready

mixed)of approved manufacturer& of required shade and colour

complete as per manufacturer's specification with 2 or more coats

M2 1.00 52.63 52.63

816 Applying one coat of cement primer of approved brand and

manufacture on wall surface :

M2 1.00 36.59 36.59

817 Finishing walls with water proofing cement paint of required shade

with Two or more coats applied @ 3.84 kg/10 sqm

M2 1.00 58.23 58.23

818 Finishing walls with textured exterior paint of required shade with

Two or more coats applied @ 3.28 ltr/10 sqm, over and including

base coat of water proofing cement paint applied @ 2.20kg/10 sqm.

M2 1.00 149.18 149.18

819 Finishing walls with Acrylic Smooth exterior paint of required shade

with Two or more coat applied @ 1.67 ltr/10 sqm over & including

base coat of water proofing cement paint applied @ 2.20kg/10 sqm.

M2 1.00 95.11 95.11

820 Finishing walls with Deluxe Multi surface paint system for interiors

&exteriors using Primer as per manufacturers specifications with

two or more coats applied @ 1.25 ltr/10 sqm. over and including

one coat of Special primer applied @ 0.75 ltr / 10sqm

M2 1.00 97.99 97.99

821 Painting Steel work with Deluxe Multi Surface Paint to give an even

shade. Two or more coat applied @0.90 ltr/10 sqm over an under

coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or

manufacture

M2 1.00 87.74 87.74

822 Demolishing cement concrete manually/ by mechanical

means including disposal of material outside premises at

unobjectionable and as per direction of Engineer - in - charge.

823 i) 1:3:6 or richer mix M3 1.00 987.34 987.34

824 ii) 1:4:8 or leaner mix M3 1.00 609.16 609.16

825 Demolishing R.C.C. work manually/ by mechanical means including

stacking of steel bars & disposal of unserviceable material outside

site at unobjectionable place& as per direction of Engineer-in-

charge.

M3 1.00 1,440.39 1,440.39

826 Extra for cutting reinforcement bars manually/ by mechanical means

in R.C.C. or R.B. work (Payment shall be made on the cross sectional

area of R.C.C. or R.B. work) as per direction of Engineer-in-charge.

M2 1.00 495.92 495.92

827 Demolishing brick work manually/mechanical means including

stacking of serviceable material & disposal of unserviceable material

outside site at unobjectionable place & as/direction of Engineer-in-

charge.

M3 1.00 834.55 834.55

828 Demolishing stone masonry manually/ by mechanical means

including stacking serviceable material & disposal of unserviceable

material out of site at unobjectionable place and as per direction of

Engineer-in-charge:

M3 1.00 995.91 995.91

829 Supply & filling coarse sand of Zone III in SAND PAD foundation in

layers not exceeding 200mm.Each deposited layer shall be

compacted by mechanical vibration and watering to achieve

minimum relative density 85 %. Last layer of sand pad to be

prepared in desired slope.

M3 1.00 2,238.77 2,238.77

830 Preparation and consolidation of sub grade with power road roller

of 8 to 12 tonne capacity after excavating earth to an average of

22.5 cm. depth dressing to camber and consolidating with road

roller including making good the undulations etc. and re-rolling the

sub grade and disposal of surplus earth within premises

M2 1.00 89.22 89.22



Office-I.


ESTIMATE

831 Providing & laying 80mm thick factory made Pre-cast cement

concrete interlocking paver block of M 40 grade made by block

making machine with strong vibratory compaction & of approved

size and design/ shape shade and manufacturers and as per IOCL's

specifications. The paver block will have peripheral chamfer,with

average crushing strength more than 40 N/Sq.mm as/ BS6717 Part -

1(1986), maximum water absorption of 2% after 10 minutes and 5%

after 24 hrs. as per BS 1881, maximum dimensional deviations of +/-

2mm on length & width and +/- 3mm on on thickness. The job

includes supplying & laying a layer of 50mm thick clean course sand

on thoroughly compacted sub-base below the paver blocks, cutting

the paver blocks wherever required with hydraulic splitter, filling in

the joints at the edges of paver blocks with sand,compacting with

machine vibrator to required line and level, etc. complete.(Payment

for provision of edge restraints shall be made separately);- Grey or

Coloured 80mm thick paver blocks

M2 1.00 1099.00 1,099.00

832 Taking out existing CC interlocking paver blocks from footpath

central verge, including removal of rubbish etc., disposal of

unserviceable material out of site at unobjectionable place &

stacking serviceable material within 50 metre lead as per direction of

Engineer - in-Charge

M2 1.00 53.42 53.42

833 Laying Corporation supplied interlocking paver blocks of any design

/shape laid in required line,level,curvature,colour & pattern over

and including 50mm thick compacted bed of coarse sand, filling the

joints with fine sand etc. all complete as/ direction of Engineer-in-

charge.

M2 1.00 207.16 207.16

834 Providing and fixing concertina coil fencing with punched tape

concertina coil 600mm dia 10metre openable length(total length

90m) having 50 nos. rounds per 6 metre length, upto 3 m height of

wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart

and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with

G.I. staples and G.I. clips to retain horizontal including necessary

bolts or G.I. barbed wire tied to angle iron all complete as per

direction of Engineer-in-charge with reinforced barbed tape (RBT)/

Spring core(2.5mm thick)wire of high tensile strength of 165

kg/sq.mm with tape (0.52 mm thick) and weight 43.478gm/metre.

(cost of M.S. angle, C.C.blocks shall be paid separately)

M 1.00 252.52 252.52

835 Providing and laying non-pressure NP2 class (light duty) R.C.C.

pipes with collars jointed with stiff mixture of cement mortar in

the proportion of 1:2 (1 cement : 2 fine sand) including testing of

joints etc. complete : Light Duty

836 i) 100 mm dia. R.C.C. pipe M 1.00 322.38 322.38

837 ii) 150 mm dia. R.C.C. pipe M 1.00 353.23 353.23

838 iii) 250 mm dia. R.C.C. pipe M 1.00 477.36 477.36

839 iv) 300 mm dia. R.C.C. pipe M 1.00 513.5 513.50

840 v) 600 mm dia. R.C.C. pipe M 1.00 1,383.50 1,383.50

841 vi) 900 mm dia. R.C.C. pipe M 1.00 1,969.59 1,969.59

842 vii) 1000 mm dia. R.C.C. pipe M 1.00 2,441.50 2,441.50

843 Providing and laying non-pressure NP3 class R.C.C. pipes with

collars jointed with stiff mixture of cement mortar in the

proportion of 1:2 (1 cement : 2 fine sand) including testing of joints

etc.complete: Medium Duty, Laying Mechanically/manual

844 i) 600 mm dia. R.C.C. pipe M 1.00 2,493.34 2,493.34

845 ii) 900 mm dia. R.C.C. pipe M 1.00 3,925.86 3,925.86

846 iii) 1200 mm dia. R.C.C. pipe M 1.00 6,394.98 6,394.98

847 Constructing brick masonry manhole in cement mortar 1:4 ( 1

cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement :

2 coarse sand : 4 graded stone aggregate 20 mm nominal size),

foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8

graded stone aggregate 40mm nominal size) inside plastering

12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand)

finished with floating coat of neat cement and making channels in

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm nominal size) finished with a floating coat of neat

cement complete as per standard design :

848 i) Inside size 90x80 cm and 45 cm deep including C.I. cover with

frame (light duty) 455x610 mm internal dimensions total weight of

cover and frame to be not less than 38 kg (weight of cover 23 kg and

weight of frame 15 kg) : with Common burnt clay bricks of class

designation 75

EA 1.00 8,550.05 8,550.05



Office-I.


ESTIMATE

849 Supplying and providing crushed stone ring of trapezoidal cross

section on the sand pad foundation by using 80 mm & down size

well graded hard granite metal including packing the stone ring with

sand by copiously watering in layers in not more than 300 mm per

layer and as per enclosed specifications.

M3 1.00 1678.10 1,678.10

850 Providing and laying 40 mm and down size hard granite metal layer

of 300 mm horizontal thickness as per specs.(Filter 1).

M3 1.00 2125.38 2,125.38

851 Providing and laying 12 mm and down size stone chips layer of 300

mm horizontal thickness as per detailed specs (Filter 2).

M3 1.00 2180.90 2,180.90

852 Supplying and laying black LDPE film, (1000 MICRON/1MM thick ) as

per IS 2508- 1984; joints in the film shall be heat sealed in situ

during laying of the film using a 3 sealer iron and checked carefully.

The material shall be bought from M/s. IPCL/ approved

manufacturers.

Anchoring the LDPE film at the periphery of the tank pad as per

detailes including earthwork, brickwork in CM 1:5 below ground

level using best quality chamber burnt bricks etc.& as per site

instructions.

Note: The LDPE film shall be measured for the area laid as per

drawing requirements. No extra payment for the overlaps, wastages

shall be made.

M2 1.00 240.00 240.00

853 Supplying and laying PVC drain pipe (PVC Schedule 40 with wall

thickness of 3.38 mm ) of 25 mm dia perforatedunder the tank area

as per guideline given in API 650 (App. I); The outer end of pipe shall

project 150 mm beyond the sand pad & covered with a nylon mesh.

M 1.00 112.08 112.08

854 Supplying & providing Murram padding for 150 mm thk. for the

apron and slope of the sand pad including consolidating by

watering, ramming to required shape as per drawing and

instructions.

M3 1.00 755.25 755.25

855 Supplying & providing brick pitching (brick flat soling) using good

quality chamber burnt bricks (minimum 50 KSC compressive

strength) laid flat (75 mm thk) to required slope and shape and

pointing the joints in CM 1:3 for the sand pad apron and slope.

M2 1.00 587.65 587.65

856 Supplying and laying bituminous carpet (anti corrosive layer) of 75

mm thk. for sand pad in two layers using bitumen and stone grit mix

made by thoroughly mixing dry stone grit with hot asphalt grade

VG10 8 to 10 % by volume and consolidating and rolling lightly to

conform to the tank bottom slope etc.

M2 1.00 397.00 397.00

857 Providing and laying 40 mm thk. CC 1:2:4 for apron and slope of

sand pad using 12- 20 mm thk. hard granite metal including

compaction, finishing to shape,curing etc. complete. Expansion

joints shall be provided at 4 m c/c on the apron and shall be filled

with polysulphide material as per manufacturer's specifications.

M2 1.00 207.41 207.41

NOTE: Sub- Total "A") 9,363,029.22

1 Add GST @ 18% 1,685,345.26

Sub Total "B" 11,048,374.47

Grand Total 11,048,374.47

Rates for item have been taken from SOR rates of Lucknow DO and M&I rate contract placed by

WBSO (12015348) and PO No.25220093 of LKO Tl.

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