| 1 | 1 | WORKING CHARGES | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.01 | 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 (Ref. Item No. 2.10.1 of DSR) | BI01010001010000000000000515BI0100001113 | 80 | cum |
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| 3 | 1.02 | Excavation work 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 and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock | BI01010001010000000000000515BI0100001114 | 72.5 | cum |
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| 4 | 1.03 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | BI01010001010000000000000515BI0100001115 | 6 | cum |
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| 5 | 1.04 | 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 | BI01010001010000000000000515BI0100001116 | 0.701 | sqm |
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| 6 | 1.05 | 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. (Data Prepared based on PWD SDB - Item No.1009) | BI01010001010000000000000515BI0100001117 | 100 | metre |
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| 7 | 1.06 | 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.\" | BI01010001010000000000000515BI0100001118 | 200 | metre |
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| 8 | 1.07 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore | BI01010001010000000000000515BI0100001119 | 350 | metre |
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| 9 | 1.08 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001120 | 18.801 | cum |
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| 10 | 1.09 | Supplying and fixing RCC precast Street fountain post including earthwork excavation in all kind of soil for exposing the main, boring the main, supplying and fitting saddle piece, 20mm brass ferrule , bend, valve ,union, 20mm ASTM pipe, 15 mm PTMT/ waste not tap including cutting threading laying and jointing 20mm GI pipe and specials for giving connection to the SF including labour charges cost and conveyance of all materials etc. complte. | BI01010001010000000000000515BI0100001121 | 3 | No |
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| 11 | 1.1 | Providing & fixing name board of the work in granite stone 75cms X 60cms encrypted with name of work, Name of MLA, Dates etc.as per direction | BI01010001010000000000000515BI0100001122 | 1 | No |
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| 12 | 1.11 | Charges for interconnecting from the existing DI pipe line | BI01010001010000000000000515BI0100001123 | 1 | No |
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| 13 | 2 | COST OF MATERIALS | BI01010001010000000000000515BI0100001124 | | |
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| 14 | 2.01 | Supply of PVC Pipe, 6kg/cm2, 90mm Dia. | BI01010001010000000000000515BI0100001125 | 200 | metre |
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| 15 | 2.02 | Note: GST @ 12% of bill amount will be paid additionally. | BI01010001010000000000000515BI0100001126 | | |
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