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| 1 | Digging of pit for water collecting (Pit size = 3.0mX3.0mX1.50m = 13.500 m3) as per ID SOR CH- 5 SN-5 |
| 2 | Drilling of 300mm boring by Pressure set machinei/c lowering all complete Work as per PWD Ch 28 (SN 1) |
| 3 | Tanker Charges |
| 4 | Development charge bycompressor 265 C.F.M. (100 PSI)/ 25HP Tractor @35/Hr/HP. |
| 5 | Supply of 160 mm dia PVC 4kgf pipe |
| 6 | Supply of 160 mm dia PVC 4kgf pipe (Screen) |
| 7 | supply of Nylon mesh (6+1)*1 |
| 8 | Supply of MS Iron Clamp 150 mm DIA 10 Kg. @89/kg chap 10.1 |
| 9 | Supply of 160 mm dia PVC End Cap PWD sor Chap 1 35.44 |
| 10 | C/Sand |
| 11 | Jungle clearince of office Compound as per ID SOR CH-5 S.N.17 |
| 12 | Dismantling of cement concrete or brick or granolithic floor ,including base concrete and including stacking of dismantled material as directed by Engineer in charge with in distance 60m as per ID SOR CH-6 S.N. 3 |
| 13 | E/Wexcavation for boaring pit/reacharge pitin ordinary soil as per ID SOR CH-5 S.N.5 |
| 14 | C.C. in 1:4:8 (1 cement:4 fine sand:8 40 mm OBB normal size) and curing complete i/c cost of formwork in foundation and floors as per PWD SOR CH-5 SN-1 (PWD SCH-275 |
| 15 | Class M-150 B/W in 1:4 (cement and coarse sand) mortar in reacharge pit and small chamber at 0.35 m thick wall. As per PWD SOR CH-6 SN- 1(6.1.1) |
| 16 | 12 mm thick cement plaster of mix (in coarse sand)ID SOR ch.10 SL.No.3 |
| 17 | Colour washing two coat of white wash new surface with cost chap 13 (SN 5 IDSOR) |
| 18 | R.C.C. work in 1:2:4 with cement, coarse sand and 20mm stone ballast for cover slab of reacharge pit, small chamber.As per PWD SOR CH-5 SN 14(5.1.3) |
| 19 | MS Iron work with Material and Labour in RCC as per PWD SOR CH-5 SN-20 (5.22.6) |
| 20 | Supply and laying 40 mm OBB for filter media as per PWD SOR CH.-28 SN-5 (23.5) |
| 21 | Supply and laying of bricks M-150 Flat soilingID SOR CH-9SL No-18 |
| 22 | Supply and laying of Pea-gravel (size 2mm-4mm) in Reacharge pit |
| 23 | Supply and laying of coarse sand in reacharge pit for filter media as per PWD SOR CH.-28 SN-7 (23.7) |
| 24 | Supply of Nylonmesh |
| 25 | Supply of P.V.C. Pipe 110 mm dia I.S.I. Make as per I.D. SOR CH-2 S.N. 17(29) |
| 26 | Supply of P.V.C. Pipe 90 mm dia I.S.I. Make as per I.D. SOR CH-2 S.N. 17(30) |
| 27 | Supply and ofP.V.C.Tee 110 mm DiaI.S.I. marked as per PWD SOR CH-1 SN35(46) |
| 28 | Supply and ofP.V.C. Socket110 mm Dia I.S.I. Marked as per PWD SOR CH- 1 SN 35 (46) |
| 29 | Supply and ofP.V.C. Bend110 mm Dia I.S.I. Marked as per PWD SOR CH- 1 SN 35 (40) |
| 30 | Supply and ofP.V.C.Tee 90 mm DiaI.S.I. marked as per PWD SOR CH-1 SN35(47) |
| 31 | Supply and ofP.V.C. Socket90 mm Dia I.S.I. Marked as per PWD SOR CH- 1 SN 35 (51) |
| 32 | Supply and ofP.V.C. Bend90 mm Dia I.S.I. Marked as per PWD SOR CH- 1 SN 35 (41) |
| 33 | Supply and ofP.V.C. Reducer T bend 110/90 mm Dia I.S.I. Marked as PerPWD SOR CH- 1 SN 35 (48) |
| 34 | Supply of PVC solution ID SOR CH-2 S.N. 17(39) |
| 35 | Supply of C.I.Jali 110x110 mm Marcket Rate |
| 36 | M.S Clamp For Down Pipe as per PWD Sor CH-1 SN- 31(32) |
| 37 | Supply of Murga Jali for Protection Of Down Pipe as per ID SOR CH- 2 Sn- 16(iii) |
| 38 | Pipe laying and Plumbing i/c other miscelleneous work |
| 39 | Sign Board |
