| 1 | 1 | Laying and Jointing PVC Pipe. Heading | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.01 | Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road | BI01010001010000000000000515BI0100001113 | 10.44 | sqm |
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| 3 | 1.02 | Demolishing lime concrete manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer - in- Charges. | BI01010001010000000000000515BI0100001114 | 34.65 | cum |
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| 4 | 1.03 | Conveying GI pipe from Dn store to work site including loading unloaading and staking in position without causing any damage to pipes. | BI01010001010000000000000515BI0100001115 | 0.142 | MT |
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| 5 | 1.04 | conveying pvc pipe from Dn store to work site including loading ,unloading and staking in position without causing any damage to pipes | BI01010001010000000000000515BI0100001116 | 1.101 | MT |
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| 6 | 1.05 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil | BI01010001010000000000000515BI0100001117 | 286.375 | cum |
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| 7 | 1.06 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :\"Ordinary Rock. | BI01010001010000000000000515BI0100001118 | 72.375 | cum |
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| 8 | 1.07 | Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. | BI01010001010000000000000515BI0100001119 | 450 | metre |
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| 9 | 1.08 | Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).75 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001120 | 185 | metre |
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| 10 | 1.09 | Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 90 mm nominal outer dia pipes.\" | BI01010001010000000000000515BI0100001121 | 130 | metre |
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| 11 | 1.1 | Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).110 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001122 | 390 | metre |
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| 12 | 1.11 | Engaging coolie for bailing out water from trenches | BI01010001010000000000000515BI0100001123 | 4 | No |
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| 13 | 1.12 | Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work. 20 mm dia nominal bore | BI01010001010000000000000515BI0100001124 | 90 | metre |
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| 14 | 1.13 | Cost of PVC Saddle Piece (Average rate of 200/160/140/110/90/75/ 63/ 50 mm | BI01010001010000000000000515BI0100001125 | 7 | No |
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| 15 | 1.14 | Supplying, conveying and fitting 20mm GI elbow / hex nipple | BI01010001010000000000000515BI0100001126 | 21 | No |
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| 16 | 1.15 | Providing and fixing :20 mm brass stop cock of approved quality | BI01010001010000000000000515BI0100001127 | 7 | No |
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| 17 | 1.16 | Supplying, conveying and fitting 20 mm GI Coupling | BI01010001010000000000000515BI0100001128 | 7 | No |
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| 18 | 1.17 | supplying and fixing 20 mm pvc tap | BI01010001010000000000000515BI0100001129 | 7 | No |
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| 19 | 1.18 | Providing stand post for tap connection with 90 mm pvc pipe fixing in cement concrete 1:2;4 using 20 mm broken stone including earth work,making hole in pipe for 20 mm bore and all cost and conveyance of materials labour chrges etc complete | BI01010001010000000000000515BI0100001130 | 7 | No |
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| 20 | 1.19 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. | BI01010001010000000000000515BI0100001131 | 1 | No |
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| 21 | 1.2 | supply and fixing 90 mm PVC repair joint | BI01010001010000000000000515BI0100001132 | 2 | No |
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| 22 | 1.21 | supply and fixing 110 mm PVC end cap 6 kg/cm2 | BI01010001010000000000000515BI0100001133 | 1 | No |
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| 23 | 1.22 | supply and fixing 110 mm PVC bend 6 kg/cm2 | BI01010001010000000000000515BI0100001134 | 2 | No |
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| 24 | 1.23 | supply and fixing 90 mm PVC bend 6 kg/cm2 | BI01010001010000000000000515BI0100001135 | 3 | No |
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| 25 | 1.24 | Supply and fitting 75 mm PVC End cap 6 kg/cm2 | BI01010001010000000000000515BI0100001136 | 1 | No |
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| 26 | 1.25 | Supplying 90 mm pvc end cap 6 kg/cm2 | BI01010001010000000000000515BI0100001137 | 1 | No |
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