| 1 | 1 | Cost of material\nSupply of PVC Pipe, 6kg/cm2, 90mm Dia. | BI01010001010000000000000515BI0100001114 | 320 | metre |
|---|
| 2 | 2 | Cost of 80 mm GI (M) pipe | BI01010001010000000000000515BI0100001115 | 6 | metre |
|---|
| 3 | 3 | Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. | BI01010001010000000000000515BI0100001116 | 1 | No |
|---|
| 4 | 4 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. | BI01010001010000000000000515BI0100001117 | 1 | No |
|---|
| 5 | 5 | Working Charge\nCutting tarred surface for excavation of trenches to lay pipes including depositing the within 50m | BI01010001010000000000000515BI0100001118 | 160 | sqm |
|---|
| 6 | 6 | 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 | BI01010001010000000000000515BI0100001119 | 160 | cum |
|---|
| 7 | 7 | 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. | BI01010001010000000000000515BI0100001120 | 70 | metre |
|---|
| 8 | 8 | Fabricating MS Flanges of diameter 80mm using 12mm thick MS plate including cost and conveyance charges of MS plate, all fabrication changes, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc complete: For pipes fabricated with 8mm thick MS plates. | BI01010001010000000000000515BI0100001121 | 2 | No |
|---|
| 9 | 9 | Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:80 mm diameter pipe | BI01010001010000000000000515BI0100001122 | 2 | Nos |
|---|
| 10 | 10 | 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.\" | BI01010001010000000000000515BI0100001123 | 320 | metre |
|---|
| 11 | 11 | 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. 80 mm dia nominal bore Data derived from item no.18.12.8 of DARData for 10 m | BI01010001010000000000000515BI0100001124 | 6 | metre |
|---|
| 12 | 12 | \"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. | BI01010001010000000000000515BI0100001125 | 1 | Nos |
|---|
| 13 | 13 | 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 | BI01010001010000000000000515BI0100001126 | 1 | Nos |
|---|
| 14 | 14 | Taking connection from existing 90 mm PVC line to 90 mm PVC proposed line as per direction of departmental officers. | BI01010001010000000000000515BI0100001127 | 1 | No |
|---|
| 15 | 15 | Providing and Supplying 90mm pvc Tail piece 10 kg/cm2 | BI01010001010000000000000515BI0100001128 | 2 | No |
|---|
| 16 | 16 | Providing 90mm PVC end cap in position. | BI01010001010000000000000515BI0100001129 | 1 | No |
|---|
| 17 | 17 | 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) | BI01010001010000000000000515BI0100001130 | 24 | cum |
|---|
| 18 | 18 | Construction for cover slab\nProviding 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) | BI01010001010000000000000515BI0100001131 | 0.12 | cum |
|---|
| 19 | 19 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001132 | 1.215 | sqm |
|---|
| 20 | 20 | 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 | BI01010001010000000000000515BI0100001133 | 10.8 | kilogram |
|---|
| 21 | 21 | Supply of PVC Pipe, 6kg/cm2, 140mm Dia. | BI01010001010000000000000515BI0100001134 | 1 | metre |
|---|