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| 1 | Excavating over areas not exc 1.5 mtr deep and getting out and getting out in soft / loose soil all as specified. |
| 2 | All as per item No. 1.00 above but for depth exc 1.50 mtr but not exc. 3.0 mtr. |
| 3 | Excavation in trenches not exc. 1.50 mtr wide and exc. 1.50 mtr in depth for foundation etc or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and not exc 1.50 mtr depth and getting out in soft / loose soil all as specified. |
| 4 | All as per item No. 3.00 above but for exc 1.50 mtr but not exc. 3.0 mtr depth. |
| 5 | M&L for cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete all as specified. |
| 6 | M&L for fly ash brick work using old size bricks, straight or curved on plan exc 6.0 mtr mean radius and built in cement mortar 1:4 all as specified. |
| 7 | S&F for PVC casing pipe 250 mm bore, meduim grade of 6 Kg / Sqcm pressure, ISI marked, plain with bail plug at the bottom of each bore all as specified. |
| 8 | All as per item No. 7.00 above but slotted pipe all as specified. |
| 9 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in each layer in soil all as specified. |
| 10 | Removing surplus excavated material (Soil) to a distance exceeding 250 mtrs but not exceeding 500 mtrs and depositing where directed at a level not exc. 1.50 m above the starting point all as specified. |
| 11 | M&L for loose filling with aggregate of gauge 50 mm to 100 mm grading, spread and levelled in trenches, recharge well complete all as specified. |
| 12 | M&L for pea gravel / fine aggregate, spread and levelled in trenches / recharging wells complete all as specified. |
| 13 | M&L for reinforced cement concrete M-25 (Design Mix) using 20 mm graded crushed stone aggregate as in slab supported on walls, beams and columns in floors, roofs, landings and similar work complete all as specified. |
| 14 | M&L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips all as specified. |
| 15 | M&L for rungs made of mild steel not less than 20 mm round bar fixed in recharge pit including fixing and painting etc complete all as specified. |
| 16 | S&F for 300 mm bore reinforced cement concrete pipes, class NP3 with one collar per length of pipe fixed in trenches / recharge pit etc for connecting / by pass arrangements all as specified. |
| 17 | M&L for 15 mm thick rendering in cement mortar 1:4 on brick or concrete surfaces including finishing fair and even surface without using extra cement all as specified. |
| 18 | M&L for drilling 500 mm to 550 mm bore holes by DTH cum rotary method in any type of soil maximum upto 40 mtr depth from natural ground level including removal of surplus soil to a distance not exceeding 50 mtr complete all as specified. |
| 19 | M&L for mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete conforming to Fe-290 (Gde E-165), all as specified. |
| 20 | M&L for formwork to sides and soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (Horizontal or sloping) for fair finished surface of concrete all as specified. |
| 21 | Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC / PCC bands in walls, horizontal or sloping and similar work exceeding 10 cm but not exceeding 20cm wide, fair finished surface all as specified.. |
| 22 | Supply and stacking of approved good earth free from vegetation at site including royalty and trasnportation complete all as specified. |
| 23 | Supply and stacking at site sludge / dump manure from approved sources including carriage at work site, screened through sieve of 1.5 designation 4.75 mm complete all as specified. |
| 24 | M&L for mixing earth sludge or manure in proportion all as specified and directed by Engineer-in-Charge. |
| 25 | S&F for 20 mm dia sprinkle all as specified. |
| 26 | Supply only flexible reyon re-inforced PVC pipe 20 mm dia for horticulture purpose all as specified. |
| 27 | Supply and applying 50 gram / cum of catafin powder in trenches all as specified. |
| 28 | S&F for 20 mm PVC gate valves with PVC wheel head screwed both ends for PVC pipe all as specified. |
| 29 | M&L for 20 mm dia un-plasticised PVC pipe of pressure rating of 10 Kgs / Sqcm including all necessary fittings, accessories, jointing materials etc laid in trenches complete all as specified. Make: Supreme / Finolex / Reliance Please Enable Macros to View BoQ information |
| 30 | M&L for 20 mm dia un-plasticised PVC pipe of pressure rating of 10 Kgs / Sqcm including all necessary fittings, accessories, jointing materials etc laid in trenches complete all as specified. Make: Supreme / Finolex / Reliance Please Enable Macros to View BoQ information |
