| 1 | 1 | Working Charges\nDemolishing 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) | BI01010001010000000000000515BI0100001154 | 0.375 | cum |
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| 2 | 2 | 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) | BI01010001010000000000000515BI0100001155 | 90 | cum |
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| 3 | 3 | 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. (Ref. Item No. 2.13.1 of DSR) | BI01010001010000000000000515BI0100001156 | 135 | cum |
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| 4 | 4 | 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) | BI01010001010000000000000515BI0100001157 | 200 | metre |
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| 5 | 5 | 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. | BI01010001010000000000000515BI0100001158 | 450 | metre |
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| 6 | 6 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore | BI01010001010000000000000515BI0100001159 | 1 | No |
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| 7 | 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001160 | 16.188 | cum |
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| 8 | 8 | Constructing ,Providing and Fixing of street Foundain\nProviding 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001161 | 0.119 | cum |
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| 9 | 9 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001162 | 1.362 | sqm |
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| 10 | 10 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001163 | 5.95 | kilogram |
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| 11 | 11 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall20 mm nominal outer dia pipes | BI01010001010000000000000515BI0100001164 | 2 | metre |
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| 12 | 12 | Providing and fixing brass stop cock of approved quality :20 mm nominal bore | BI01010001010000000000000515BI0100001165 | 1 | No |
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| 13 | 13 | Providing and fixing G.I. Union in G.I pipe including cutting and threading the pipe and making long screws etc. complete ( New work):20 mm nominal bore | BI01010001010000000000000515BI0100001166 | 1 | No |
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| 14 | 14 | Conveying carefully precast street fountain( KWA pattern) from the stacked site within initial lead placing in correct position after doing necessary earth work and levelling including all incidental expenses but excluding pipe connection.\"(Ref. Technical Circular Vol.III)\" | BI01010001010000000000000515BI0100001167 | 1 | No |
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| 15 | 15 | Providing 20 mm dia. self closing taps best quality as per I.S.S.(excluding cost of tap)\"(Ref No. 543 of PHED Data Book Vol. I.)\" | BI01010001010000000000000515BI0100001168 | 1 | No |
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| 16 | 16 | Supply of PVC Tap | BI01010001010000000000000515BI0100001169 | 1 | No |
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| 17 | 17 | Cost of Pipes and Specials\nSupply of PVC Pipe, 10kg/cm2, 75mm Dia. | BI01010001010000000000000515BI0100001170 | 450 | metre |
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| 18 | 18 | Supply of Cost of PVC Saddle Piece (Average rate of 200/160/140/110/90/75/ 63/ 50 mm). | BI01010001010000000000000515BI0100001171 | 1 | No |
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| 19 | 19 | 75 x 40 mm PVC reducer | BI01010001010000000000000515BI0100001172 | 1 | No |
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| 20 | 20 | 75 mm PVC End Cap. 10 Kg/cm2 | BI01010001010000000000000515BI0100001173 | 1 | No |
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| 21 | 21 | 75 mm PVC Bend. 10 Kg/cm2 | BI01010001010000000000000515BI0100001174 | 1 | No |
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| 22 | 22 | 76 mm PVC Adapter. 10 Kg/cm2 | BI01010001010000000000000515BI0100001175 | 2 | No |
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