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| 1 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (DSR-18/15.3) |
| 2 | Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1) |
| 3 | Extra rates for quantities of work excavated in or under water and liquid subsoil including pumping out of water as required. (SOR-20/253(a) |
| 4 | Cartage of earth or fly ash when added to schedule item no. 253 : 1st Km. (if lead is beyond ½ Km) SOR-20/261(b)) |
| 5 | Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work |
| 6 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) |
| 7 | Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) |
| 8 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR-18/5.22) |
| 10 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) |
| 11 | M-150 brick work in 1:6 cement & coarse sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303).Same as item no 303 but in 1:4 (1 cement & 4 coarse sand) of 1.25 F.M. mortar. (SOR-20/305).Same as item no 305 but in 1:4 (1 cement & 4 coarse sand) of 2.20 F.M. mortar. (SOR-20/305(A)). |
| 12 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) :(DSR-18/19.26) |
| 13 | Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35 (DSR-18/19.26.4) |
| 14 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved qualityEHD - 35: Circular shape 560 mm internal dia (DSR-18/19.19.4.1) |
| 15 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame Circular shape 560 mm internal diameter (DSR-18/19.19.3.1) |
| 16 | Hiring of protable RE-cycle jetting cum suction machine mounteed on mahindra bolero maxi with hydraulically operate man-Hole De-silter upto depth of 15 meter with driver for the area of Greater Noida. As directed by Engineer in-charge for 8.50 Hours perday overtime will be paid on pro-Rate basis. pressure 3000PS (min) with 15mtrs suction head and jetting water capacity of 2000 litres. Rate as per Noida. |
| 17 | Providing & laying jointing & testing of folowing dia rigid PVC pipe of 6kg/cm2 working presser (finolex or equivalent make rigid PVC pipes as per IS 4485:2000) including all fitting & specials jointing material etc. for proper completion of the work. (AR/GNIDA) |
| 18 | 90mm dia |
| 19 | Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. (DSR-18/5.28) |
| 20 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
