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| 1 | Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed. |
| 2 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all as specified and as directed. |
| 3 | Excavating over areas, exc 1.5 m deep and n exc 3 m getting out in soft / loose soil complete all as specified and as directed. |
| 4 | Returning filling in, including spreading, levelling, watering and well ramming in layers n. exc. 25 cm in soft/loose soil complete all as specified and as directed. |
| 5 | Removing excavated material exc 250 m but n exc 500 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and as directed. |
| 6 | M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate in foundation filling and mass concrete complete all as specified and as directed. |
| 7 | M&L for brick work sub fly ash modular bricks, straight or curved on plan exc 6m mean radius, built in cement mortar (CM) 1:6 complete all as specified and as directed. |
| 8 | M&L for rendering 15mm thick on brick wall or concrete surface in CM 1:6 finished even and smooth without using extra cement complete all as specified and as directed. |
| 9 | M&L for PCC 1:2:4 type B-2 using 40 mm graded stone aggregate in surface drains and channels etc complete all as specified and as directed. |
| 10 | M&L for rendering 10 mm thick on brick wall or concrete surface in CM 1:6, finished even and smooth without using extra cement complete all as specified and as directed. |
| 11 | M&L for form work to faces of walls and retaing walls etc complete all as specified and as directed. |
| 12 | M&L for RCC M-30 Design mix in walls, retaining walls, ballast walls etc complete all as specified and as directed. |
| 13 | M&L for RCC M-30 Design mix in slab supported on walls complete all as specified and as directed. |
| 14 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (horizontal or sloping), in rough finished flat surfaces of concrete complete all as specified and as directed. |
| 15 | M&L for for mild steel TMT bars of 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to Gd I, IS-432 Part I complete all as specified and as directed. |
| 16 | Providing precast cement concrete 1:2:4 type B-1 (using 20mm graded stone agg) as in manhole covers set in CM 1:6 all as specified and directed including necessary formwork and moulds all as specified. |
| 17 | M&L for loose filling with gravel 5 to 10 mm size complete all as specified and as directed. |
| 18 | M&L for spreading of coarse sand 1.5 to 2.0 mm in size complete all as specified and as directed. |
| 19 | M&L for spreading of Char coal 15mm to 25 mm in size as in filling complete all as specified and as directed. |
| 20 | M&L for spreading of pebbels in any size complete all as specified and as directed. |
| 21 | S&F framed work such as in doors or gates of angles or other sections with gusset plates rails, braces and similar work of grade Fe 410-W (grade E-250 quality A) or Fe 310-0 complete all as specified and as directed. |
| 22 | M&L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 23 | S&F welded steel wire fabric exceeding 4 kg/ sqm complete all as specified and as directed. |
| 24 | M&L for preparation of new plasterd surfaces of walls applying two coats of cement based paint over a coat of primer complete all as specified and as directed. |
| 25 | M&L of drilling of 12\\" (300mm) bore in any strata in any type of soil by means of rotary drilling method up to 50m deep below ground level including disposal off surplus soil to a distance of 50 m complete all as specified and as directed. |
| 26 | Supply lowering and fixing of plain MS balck pipe 6\\" (150 mm) nominal bore medium grade wall thickness 4.6 mm made of MS ERW sockets and socketed IS 1239 in standard length complete with neccessary fittings and jointing complete all as specified and as directed. |
| 27 | Supply lowering and fixing of slotted (1.59 to 3 mm x 75 mm) MS balck pipe 6\\" (150 mm) nominal bore medium grade wall thickness 4.6 mm made of MS ERW sockets and socketed IS 1239 in standard length complete with neccessary fittings and jointing complete all as specified and as directed. |
| 28 | S&F MS well cap 6\\" (150 mm) bore made steel -ERW pipe having internal threads and welded to iron handles and fixed in position complete all as specified and as directed. |
| 29 | Washing the bore with compressed air (pressure not less than 250 PSI & 400 cuft per minute capacity) to improve porosity and taking out all the sedminitation silt deposited at a distance not exc 50m complete all as specified and as directed. |
| 30 | S&F ball plug suitable for 150 mm bore pipe wall thickness 4.80 mm made of MS balck pipe complete all as specified and as directed. |
| 31 | M&L for hume pipe RCC class NP-3, (confirming to IS and ISI marked) laid 300 mm dia in trenches complete all as specified and as directed. |
| 32 | M&L for PCC 1:3:6 type C-2 (using 40 mm graded aggregate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after laid and tested etc complete all as specified and as directed. |
| 33 | Taking down carefully existing bitumen tar felt including screed and cleaning of surfaces of roof etc. with wire brush including flashing and junctions of parapets/kerb walls etc. and removing of the rubbish to a distance exc. 500 m but not exc. 1.5 km and deposting where directed complete all as specified and as directed. |
| 34 | M&L for rendering 15mm thick in CM 1:4 on concrete surfaces mixed with water proofing liquid and smooth finished (without using extra cement) complete all as specified and as directed. |
| 35 | M&L for water proofing on roof surfaces including flashing and junction of parapet, kerb, wall etc. as under(a) Applying oil based bituminous primer on cleaned and dried surface @ 0.2 kg/sqm.(b) Laying by thermo fusion (torch applied) 3 mm thick APP based polymeric water proofing membrane weighing not less than 3.5 kg/sqm and reinforcement with polyester non woven fabric (not less than 150 gms/sqm)(c) Painting the exposed APP membrane surface with bituminous aluminium paint @ 0.15 kg/sqm |
| 36 | Supply only liquid water proofing compound. |
| 37 | Disconnecting existing tanks, setting aside (or lowering if required) for repairs exc 250 litre, n exc 500 litre cleaning etc. and hoisting if required reconnecting and refixing in position (cleaning repairing, etc. measured separately) complete all as specified and as directed. |
| 38 | Demolition of cement concrete in ground floors and pavings n.exc 15cm thickness (below or above ground level) un-reinforced complete all as specified and as directed. |
| 39 | M&L for PCC 1:2:4 type B1 (20 mm graded aggregate) cement concrete in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and as directed. |
| 40 | Taking up or down 20 mm dia GI tubes and connections and removing/shifting from site including cleaning where directed complete all as specifed and directed |
| 41 | Taking up or down 15 mm dia GI tubes and connections and removing/shifting from site including cleaning where directed complete all as specifed and directed |
| 42 | Re-fixing only 20 mm dia GI tubes and connections fixed to walls or laid in floor supplying & fixing new fittings such as socket, bends, elbows nipple, union etc all as specified and directed of size complete all as specified and directed |
| 43 | Re-fixing only 15 mm dia GI tubes and connections fixed to walls or laid in floor supplying & fixing new fittings such as socket, bends, elbows nipple, union etc all as specified and directed of size complete all as specified and directed |
| 44 | S&F 20 mm dia GI tubes medium grade, with all fittings fixed to walls, ceiling and laid in floor complete all as specified and directed. |
| 45 | S&F 15 mm dia GI tubes medium grade, with all fittings fixed to walls, ceiling and laid in floor complete all as specified and directed. |
| 46 | S&F in repairs 20 mm dia ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule complete all as specified and directed. |
| 47 | S&F in repair 15mm Gun metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe complete all as specified and directed. |
| 48 | S&F 1000 litre ISI marked rotational moulded polyethylene water storage tank (cylindrical vertical with closed top) hoisted and fixed in position complete including taking down existing tanks and sold the old tank to contractor under Sch of Credit complete all as specified and as directed. |
| 49 | S&F 20mm bore dia ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule complete all as specified and as directed. |
| 50 | 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 as specifiedincluding taking down old AC sheet roofing alongwith ridges complete all as specified and as directed. |
| 51 | 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 ridges, hips, valley gutter, drip and straight flashing complete all as specified and as directed. |
| 52 | Dismantling wrought iron or mild steel work of any description not otherwise provided for including gas cutting, welding etc. |
| 53 | S&F rolled mild steel Joist, channel, angle, flat sections, fixed independently, without connecting plates or MS tubular sections etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) grade Fe 290 ( E-165) all as directed. |
| 54 | S&F steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161- 1979 grade St.-240 with tubular pipes complete all as specified and directed. |
| 55 | M&L for preparation of new steel surfaces and applying two coat of synthetic enamel paint over one coat of red oxide primer on new steel surfaces, girth or width n exc 10 cm complete all as specified and directed. |
| 56 | Repair / reconstruction of damaged chajjas including removal of loose concrete and providing and laying cement concrete in chajjas, including necessary centering, shuttering, formwork, scaffolding up to 8.0 m height, curing, finishing and all complete as per directed. |
| 57 | Taking down cement plaster on brick or stone wall etc including raking out joints hacking for keys scrubbing down with water etc. all as specified and directed |
| 58 | M&L for rendering 15 mm thick cement mortar on stone surfaces, concrete surfaces or other than fair faces of brick work in CM 1:4 finished even and fair with out using extra cement |
| 59 | M&L for preparating newly plastered surfaces of walls and applying two coats of acrylic weather proof exterior paint over water based primer including prepare of surface complete all as specified and directed. |
| 60 | M&L for complete removal of existing wall surfaces and applying two coats of acrylic weather proof exterior paint over water based primer including prepare of surface complete all as specified and directed |
| 61 | NOTE : - AMOUNT OF SCHEDULE OF CREDIT OF Rs. 21,700.00 WILL BE DEDUCTED FROM TOTAL AMOUNT OF BOQ. Please Enable Macros to View BoQ information |
