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| 1 | Earth work in excavation by mechanical means in any type of soil (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge |
| 2 | Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth, for foundations etc or manholes, cesspits, pipes and cables etc. not exc 10 Sqm on plan and getting out in any type of soil all as specified and directed by Engineer - in - Charge. |
| 3 | Earth work in excavation by mechanical means in any type of soil (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift exceeding 1.5m but not exceeding 3.0m, as directed by Engineer-in charge |
| 4 | Earth work in excavation by mechanical means in any type of soil (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift exceeding 3.0m but not exceeding 4.5m, as directed by Engineer-in charge |
| 5 | Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth, in layers not exceeding 25cm, watering, and removing surplus spoil to a distance not exceeding 50m and making good surface all as specified and directed by Engineer - in - Charge. |
| 6 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in loose / soft soil all as specified and directed by Engineer - in – Charge. |
| 7 | Returning, filling in, including spreading, levelling, watering and well ramming in layers of soft / loose soil not exceeding 25cm thick all as specified and directed by Engineer - in - Charge. |
| 8 | Removal of excavated material to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point all as specified and directed by Engineer - in - Charge. |
| 9 | M&L for Hardcore of gauge n exc. 63 mm of broken stone, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface all as specified and directed by Engineer - in - Charge. |
| 10 | M&L Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete and sub base all as specified and directed by Engineer - in - Charge |
| 11 | M&L Brick work with sub class 'B' old size burnt bricks, straight or curved on plan exceeding 6 mtr mean radius built in CM 1:4 all as specified and directed by Engineer - in - Charge . |
| 12 | M & L cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in lintels up to 1.5 m clear span, seismic and other similar bands, benching, coping, bed blocks, apex stones and kerbs etc including use of necessary form work all as specified and directed by Engineer - in - Charge . |
| 13 | M & L rendering 10mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even & fair without using extra cement all as specified and directed by Engineer - in - Charge . |
| 14 | M & L rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even & fair without using extra cement all as specified and directed by Engineer - in - Charge . |
| 15 | S&F 100mm bore uPVC (SCH-40) pipes, laid in trenches or in floors complete all as specified. |
| 16 | S&F 150mm bore uPVC (SCH-40) pipes, laid in trenches or in floors complete all as specified. |
| 17 | S&F 200mm bore mazza AC pipe class-III TP-15 Kg/sqm, WP (7.5 Kg/sqcm), laid in trenches, including all fitting complete all as specified. |
| 18 | M&L Cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in bed to drain pipe including packing under and haunching against the sides of pipes 150mm dia (internal) after these are laid in trenches all as specified and directed by Engineer - in - Charge. |
| 19 | M & L Reinforced cement concrete M-25 design mix as in slabs supported on walls, beams, columns and in shelves, the like all as specified and directed by Engineer - in - Charge . |
| 20 | M & L form work to soffits of suspended slabs such as roof slab and similar work not exceeding 200mm thick for fair finished surfaces of concrete all as specified and directed by Engineer - in - Charge . |
| 21 | M & L form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide for fair finished surfaces of concrete all as specified and directed by Engineer - in - Charge. |
| 22 | M & L mild steel TMT bars 8mm dia cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia all as specified and directed by Engineer - in - Charge . |
| 23 | M&L Cement concrete 1:2:4 type B–2 using 40mm graded crushed stone aggregate as in surface channels and drains etc including use of necessary form work all as specified and directed by Engineer - in - Charge. |
| 24 | Gravity flow filter unit of size 4.0 x 3.0 x 0.90 mtr with supply and filling of filter media in the recharge Pit in in the following manner:(a) Bottom layer 30cm thick of gravel size 20 to 30mm(b) Middle layer 30cm thick of gravel size 5 to 10mm(c) Top layer 30cm thick of coarse sand 2 to 4mm. |
| 25 | S&F Factory made SFRC Pre-cast RCC manholes covers EHD-35 of size 900mm X 900mm X 100 mm thick, conforming to IS-12592 duly fixed on manhole /gully trap opening complete all as specified. |
| 26 | S&F Factory made SFRC Pre-cast RCC manholes covers EHD-35 of size 600mm X 600mm X 100 mm thick, conforming to IS-12592 duly fixed on manhole /gully trap opening complete all as specified. |
| 27 | S&F Factory made SFRC Pre-cast RCC manholes covers EHD-35 of size 1200mm X 900mm X 100 mm thick, conforming to IS-12592 duly fixed on manhole /gully trap opening complete all as specified. |
| 28 | Drilling of bore of size 150 mm dia upto 200 metre depth by direct rotary mechanical system for injection well in any kind of soil strata of soil/boulders/rocks etc all as specified and directed. |
| 29 | Reaming of bore well from 150 mm dia to 300 mm dia hole up to 200 metre depth below the ground level in any kind of strata of soil/boulders/rocks etc all as specified and directed. |
| 30 | Supply assembling and lowering Rigid UPVC (SCH-40) blind casing pipe wall thickness not less than 7.5 mm heavy grade of size 150 mm bore socketed including fitting riveting jointing and lowering in bore hole confirming to IS-12818:2010 complete all as specified and directed. |
| 31 | Supply and fixing HPDE pipe 150 mm bore single socket wall thickess not less than 7.5 mm in any length slotted with rubber joint and lowering in bore hole complete as per IS-12818:2010 all as specified. |
| 32 | Supplly and fixing PVC/MS bail plug assembly suitable for 150 mm dia bore PVC casing pipe complete all as specified and directed. |
| 33 | Supplly and fixing PVC/MS well cap 150mm bore suitable for 150 mm dia bore PVC casing pipe complete all as specified and directed. |
| 34 | M&L for pea gravel of size 3 mm to 4 mm packig all around the casing pipe to entire depth upto ground level complete all as directed and specified. |
| 35 | Devlopement of injection well bore with compressed air with diesel engine operated compressor for number of hours till free flow of water in well as ejected is obtained complete all as specified and directed. |
| 36 | M&L for MS cross of size 200mmX 200 mm with 150mm branches made out of MS pipe heavy grade having internal threads complete all as specified and directed. |
| 37 | Supply and fixing collector pipe for recharge pit, made of slotted MS pipe medium grade size 150mm dia complete all as specified and directed. |
| 38 | Supply and fixing MS clamp, 1050mm long made out of MS flat of size 150mm wide 5 mm thick suitable for casing pipe of 150 mm dia in two halves with suitable nuts bolts and washers, including two coats of black bituminous paint over a coat of red oxide primer all as specified and directed. |
| 39 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benches for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 200mm internal dia for pipe all as specified and directed by Engineer - in - Charge. |
| 40 | M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. |
| 41 | M & L preparation of new or previously untreated surfaces of any description over 10 cm width or girth applying two coats of synthetic enamel paint over a coat of primer on bricks, stone, concrete, asbestos cement plaster surfaces all as specified and directed by Engineer - in - Charge .Note: Pattern/ colour of painting shall be approved by Engineer-in-Charge. |
| 42 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete.all as specified and directed by Engineer - in - Charge. |
| 43 | M & L machine cut Kota stone slab flooring 20-25mm thick over and including cement screed base 20mm thick in cement mortar 1:3, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed by Engineer - in – Charge. |
| 44 | M & L for glazed ceramic digital designer coloured tiles 7mm thick 300 x 450mm size in vertical surface set and jointed in neat cement slurry and pointed in white cement paste pigmented to the shade over and including 10mm thick cement sand plaster (1:3) complete all as specified and directed by Engineer - in - Charge. |
| 45 | S & F steel work in tubular trusses etc including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS-1161-1979 (grade st-240) all as specified and directed by Engineer - in - Charge. |
| 46 | M&L rolled mild steel plates (Plain or chequered) Fe 410-W (Gde E- 250 ), quality-A, channels, square cut or notched (ordinary and counter sunk) forming holes without any attachment complete all as specified and as directed by Engineer-in-Charge. |
| 47 | S & F MS screw bolts 5 to 10mm dia (machine made) with hexagonal or square head at one end, screwed end to be fitted with washer and one hexagonal / square nuts all as specified and directed by Engineer - in - Charge. |
| 48 | M & L providing two coats of synthetic enamel paint and a coat of red oxide primer on new steel surfaces including preparation of surface of any description over 10 cm width or girth all as specified and directed by Engineer - in - Charge . |
| 49 | S & F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws all as specified and directed by Engineer - in - Charge. |
| 50 | S & F Pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws all as specified and directed by Engineer - in - Charge. Please Enable Macros to View BoQ information |
