| 1 | 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 | 3408.15 | cum |
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| 2 | 1.02 | 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) | BI01010001010000000000000515BI0100001114 | 6816.29 | cum |
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| 3 | 1.03 | \"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 :Medium Rock (blasting prohibited)New Data derived from DAR | BI01010001010000000000000515BI0100001115 | 3408.15 | cum |
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| 4 | 1.04 | 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) | BI01010001010000000000000515BI0100001116 | 5800 | metre |
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| 5 | 1.05 | Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.NEW DATA (Prepared based on PWD SDB - Item No.1009 | BI01010001010000000000000515BI0100001117 | 1700 | metre |
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| 6 | 1.06 | 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) | BI01010001010000000000000515BI0100001118 | 197 | cum |
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| 7 | 1.07 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001119 | 414 | sqm |
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| 8 | 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) 50 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001120 | 7500 | metre |
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| 9 | 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 | 16110 | metre |
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| 10 | 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 | 350 | metre |
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| 11 | 1.11 | 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). 140 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001123 | 305 | metre |
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| 12 | 1.12 | 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).160 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001124 | 1565 | metre |
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| 13 | 1.13 | Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBRValue-25 | BI01010001010000000000000515BI0100001125 | 30 | cum |
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| 14 | 1.14 | Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials :200 mm dia Ductile Iron Class K-9 Pipes Data derived from 18.72.17 in DAR | BI01010001010000000000000515BI0100001126 | 490 | metre |
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| 15 | 1.15 | Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 : | BI01010001010000000000000515BI0100001127 | 5.55 | quintal |
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| 16 | 1.16 | Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 : | BI01010001010000000000000515BI0100001128 | 0.36 | quintal |
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| 17 | 1.17 | Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:200 mm dia pipes | BI01010001010000000000000515BI0100001129 | 100 | joint |
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| 18 | 1.18 | Labour for cutting DI pipe with steel saw.<br>200 mm diameter DI. pipe | BI01010001010000000000000515BI0100001130 | 15 | Each Cut |
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| 19 | 1.19 | Testing 200mm DI/CI pipeline with potable water to the required test pressure 200 mm dia Observed Data derived from item no.1020 of PHED DATA | BI01010001010000000000000515BI0100001131 | 490 | metre |
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| 20 | 1.2 | Supply ,stacking,spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading ,unloading & stacking up to any lead. | BI01010001010000000000000515BI0100001132 | 150 | cum |
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| 21 | 1.21 | Supply ,stacking,spreading and consolidating of Red earth in the trench of pipe line for cushion including carriage, loading ,unloading & stacking up to any lead. | BI01010001010000000000000515BI0100001133 | 225 | cum |
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| 22 | 1.22 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore | BI01010001010000000000000515BI0100001134 | 12 | No |
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| 23 | 1.23 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore | BI01010001010000000000000515BI0100001135 | 7 | No |
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| 24 | 1.24 | \"Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :80 mm diameter. Class I\"Observed Data derived from item no.18.31.of DAR | BI01010001010000000000000515BI0100001136 | 2 | Nos |
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| 25 | 1.25 | \"Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :100 mm diameter. Class I\"Data derived from item no.18.31.1.1of DAR | BI01010001010000000000000515BI0100001137 | 1 | Nos |
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| 26 | 1.26 | \"Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :125 mm diameter. Class I\"Data derived from item no.18.31.2.1 of DAR | BI01010001010000000000000515BI0100001138 | 1 | Nos |
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| 27 | 1.27 | Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :150 mm diameter. Class I\"Data derived from item no.18.31.3.1 of DAR | BI01010001010000000000000515BI0100001139 | 2 | Nos |
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| 28 | 1.28 | \"Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :200 mm diameter. Class I\"Data derived from item no.18.31.4.1 of DAR | BI01010001010000000000000515BI0100001140 | 1 | Nos |
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| 29 | 1.29 | Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately): | BI01010001010000000000000515BI0100001141 | 5 | Nos |
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| 30 | 1.3 | Conveying and fixing C I Single acting Air Valve of approved quality with bolts,nuts,rubber insertions etc . excluding the cost of air valve(the tail pieces if required will be paid seperately): 25 mm Single acting Air Valve Observed Data derived from item no.18.59.of DAR | BI01010001010000000000000515BI0100001142 | 15 | Nos |
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| 31 | 1.31 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work40 mm dia nominal bore | BI01010001010000000000000515BI0100001143 | 150 | metre |
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| 32 | 1.32 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore | BI01010001010000000000000515BI0100001144 | 210 | metre |
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| 33 | 1.33 | 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. 100 mm dia nominal bore Observed Data derived from item no.18.12 of DAR | BI01010001010000000000000515BI0100001145 | 18 | metre |
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| 34 | 1.34 | \"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. 125 mm dia nominal bore Observed Data derived from item no.18.12 of DAR | BI01010001010000000000000515BI0100001146 | 12 | metre |
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| 35 | 1.35 | 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. 150 mm dia nominal ore Observed Data derived from item no.18.12 of DAR | BI01010001010000000000000515BI0100001147 | 24 | metre |
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| 36 | 1.36 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | BI01010001010000000000000515BI0100001149 | 12.096 | cum |
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| 37 | 1.37 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001150 | 1.008 | cum |
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| 38 | 1.38 | 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 tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001151 | 7.434 | cum |
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| 39 | 1.39 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001152 | 20.16 | sqm |
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| 40 | 1.4 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | BI01010001010000000000000515BI0100001153 | 29.401 | sqm |
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| 41 | 1.41 | 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 | BI01010001010000000000000515BI0100001154 | 587.2 | kilogram |
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| 42 | 1.42 | Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia. | BI01010001010000000000000515BI0100001156 | 504.7 | metre |
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| 43 | 1.43 | Supply of PVC Pipe, 10 kg/cm2, 140mm Dia S/E including specials | BI01010001010000000000000515BI0100001157 | 305 | metre |
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| 44 | 1.44 | Supply of PVC Pipe, 10kg/cm2, 50mm Dia S/E including specials | BI01010001010000000000000515BI0100001158 | 2000 | metre |
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| 45 | 1.45 | Supply of PVC Pipe, 8kg/cm2, 50mm Dia S/E including specials | BI01010001010000000000000515BI0100001159 | 3000 | metre |
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| 46 | 1.46 | Supply of PVC Pipe, 6kg/cm2, 90mm Dia S/E including specials | BI01010001010000000000000515BI0100001160 | 2905 | metre |
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| 47 | 1.47 | Supply of PVC Pipe, 6kg/cm2, 110mm Dia S/E including specials | BI01010001010000000000000515BI0100001161 | 350 | metre |
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| 48 | 1.48 | Supply of PVC Pipe, 6kg/cm2, 160mm Dia S/E including specials | BI01010001010000000000000515BI0100001162 | 1565 | metre |
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| 49 | 1.49 | Supply of PVC Pipe, 8kg/cm2, 90mm Dia including specials | BI01010001010000000000000515BI0100001163 | 3685 | metre |
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| 50 | 1.5 | Supply of PVC Pipe, 10kg/cm2, 90mm Dia S/E including specials | BI01010001010000000000000515BI0100001164 | 9520 | metre |
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| 51 | 1.51 | Supply of 50mm Dia PVC 12.5 kg/cm2 Pipe S/E including specials | BI01010001010000000000000515BI0100001165 | 2500 | metre |
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| 52 | 1.52 | Supply of GI pipe 150 mm Medium including specials | BI01010001010000000000000515BI0100001166 | 25.201 | metre |
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| 53 | 1.53 | Supply of GI pipe 125 mm Medium including specials | BI01010001010000000000000515BI0100001167 | 12.601 | metre |
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| 54 | 1.54 | Supply of GI pipe 100 mm Medium including specials | BI01010001010000000000000515BI0100001168 | 18.9 | metre |
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| 55 | 1.55 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. | BI01010001010000000000000515BI0100001169 | 2 | No |
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| 56 | 1.56 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm. | BI01010001010000000000000515BI0100001170 | 1 | No |
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| 57 | 1.57 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 125mm. | BI01010001010000000000000515BI0100001171 | 1 | No |
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| 58 | 1.58 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm. | BI01010001010000000000000515BI0100001172 | 2 | No |
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| 59 | 1.59 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm. | BI01010001010000000000000515BI0100001173 | 1 | No |
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| 60 | 1.6 | Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. | BI01010001010000000000000515BI0100001174 | 15 | No |
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| 61 | 1.61 | Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers. | BI01010001010000000000000515BI0100001176 | 600 | Nos |
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| 62 | 1.62 | Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains from 140mm to 200mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers. | BI01010001010000000000000515BI0100001177 | 280 | Nos |
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| 63 | 1.63 | Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing CI mains from 150mm to 200mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers. | BI01010001010000000000000515BI0100001178 | 98 | Nos |
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| 64 | 1.64 | Providing additional length of house connection pipe using 20mm Indian Standard Class 6 uPVC pipe and specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers. | BI01010001010000000000000515BI0100001179 | 39120 | metre |
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| 65 | 1.65 | Providing 15mm PVC Tap in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers. | BI01010001010000000000000515BI0100001180 | 978 | Nos |
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| 66 | 1.66 | Geo tagging of water supply connections as per the direction of Engineer in charges | BI01010001010000000000000515BI0100001181 | 978 | No |
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| 67 | 1.67 | Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | BI01010001010000000000000515BI0100001182 | 20400 | metre |
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| 68 | 1.68 | Dismantling bituminous road by manually or mechanical means and disposal of materials with 50m lead as per the direction of Engineer in charges | BI01010001010000000000000515BI0100001183 | 3660 | sqm |
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| 69 | 1.69 | 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) | BI01010001010000000000000515BI0100001184 | 549 | cum |
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| 70 | 1.7 | KWA Water connection Charges upto 30 m length of service main. | BI01010001010000000000000515BI0100001185 | 978 | No |
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| 71 | 1.71 | KWA additional connection fee for Service line greater than 30m. | BI01010001010000000000000515BI0100001186 | 300 | No |
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