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| 1 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. |
| 2 | Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge. |
| 3 | Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge. |
| 4 | Demolition of brick work, built in any cement mortar including all quoins, arches, pillars, etc. complete all as per specified and as directed by Engineer-in-charge. |
| 5 | M&L for brick work with sub-class 'B' bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as per specified and as directed by Engineer-in-charge. |
| 6 | Taking down cement plaster plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete all as per specified and as directed by Engineer-in-charge. |
| 7 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even and smooth without using extra cement, complete all as specified and directed by Engineer in charge. |
| 8 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:6 finished even and smooth without using extra cement, complete all as specified and directed by Engineer in charge. |
| 9 | Demolition of reinforced cement concrete of any description and in any position not otherwise specificied provided for, complete all as per specified and as directed by Engineer-in-charge. |
| 10 | 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, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips, complete all as per specified and as directed by Engineer-in-charge. |
| 11 | All as per serial item No. 10 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders. |
| 12 | M&L for precast cement concrete (1:2:4) type B1 (using 20 mm graded crushed stone aggregate) as in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces set in cement mortar 1:4 complete all as specified and as directed by Engineer-in-charge. |
| 13 | S&F in repair 110 mm dia PVC (SWR) pipes single socketed, in any length, laid in trenches or in floors, complete all as per specified and as directed by Engineer-in-charge. |
| 14 | S&F in repair 110 mm dia PVC (SWR) pipes single socketed, in any length, with rubber ring joints fixed to walls, complete all as per specified and as directed by Engineer-in-charge. |
| 15 | S&F PVC (SWR) 110 mm bore bends complete all as per specified and as directed by Engineer-in-charge. |
| 16 | M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for pipe of internal dia. 110/100mm, complete all as specified and as directed by Engineer-in-Charge. |
| 17 | M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for pipe of internal dia. 150/160mm, complete all as specified and as directed by Engineer-in-Charge. |
| 18 | Demolition and breaking up including removing salt glazed stoneware pipe 150mm bore (internal) with concrete bedding and haunching complete including necessary earth work as required complete all as specified and as directed by Engineer-in-charge. |
| 19 | M&L for 150mm dia (internal) salt glazed stone ware drain pipes (Grade A) ISI Marked as in sewage lines laid in trenches and jointed complete all as specified and as directed by Engineer-in-charge. |
| 20 | M&L for concrete bed to 150mm dia SWG/RCC drain pipe including packing under & haunching against the sides of pipes with concrete after they are laid & tested in PCC (1:3:6) type C2 (using 40 mm graded crushed stone aggregate)complete all as specified and as directed by Engineer-in-charge. |
| 21 | Demolition and breaking up including removing salt glazed stoneware pipe 100mm bore (internal) with concrete bedding and haunching complete including necessary earth work as required complete all as specified and as directed by Engineer-in-charge. |
| 22 | M&L for 100mm dia (internal) salt glazed stone ware drain pipes (Grade A) ISI Marked as in sewage lines laid in trenches and jointed complete all as specified and as directed by Engineer-in-charge. |
| 23 | M&L for concrete bed to 100mm dia SWG/RCC drain pipe including packing under & haunching against the sides of pipes with concrete after they are laid & tested in PCC (1:3:6) type C2 (using 40 mm graded crushed stone aggregate)complete all as specified and as directed by Engineer-in-charge. |
| 24 | The labour attend daily complaint and cover the following items:- (a) Cleaning and clearing of blocked IWCs & EWCs to sewage line upto 1st manholes by rodding or any other suitable method & taking out the muck, mud and other debris from WCs and the sewage line cleaning with fresh water & removing the debris upto a distance exceeding 200M and not exceeding 250 M and covering the same with a layer of soil not less than 15cm thick all as directed by Engineer-in-Charge.(c) Cleaning of clearing of blocked chocked floor trap in kitchen & bathrooms including gully trap, the waste water line connection etc by rodding or by any other suitable method & taking out the debris to a distance exceeding 200m & not exceeding 250m & covering the same with a layer of soil not less than 15cm thick complete and drain out the floors taps, gully traps waste pipe and soil pipe with fresh water etc complete all as directed by Engineer-in-Charge. |
| 25 | Taking out liquid / solid content from sump / septic tank either manually or by pumping cleaning thoroughly including disposal of liquid/solid content out of the Cantt. Area and covering with a layer of earth not less than 30cm thick complete all as specified and as directed by Engineer-in-Charge. |
| 26 | Cleaned blocked drain pipes (SGSW/hume pipe) up to 100mm bore by rodding from manholes and well flusing with water after cleaning the same all as directed and including disposing off the deposited sludge , etc inside pipes to a distance n.exc 200m, burried under ground (minimum 30cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.20 kg/Sqm and dressing of surplus soil around slope complete all as specified and as directed by Engineer-in-Charge. |
| 27 | All as per serial item No. 26 above but for 150mm bore pipes. |
| 28 | M&L in repair for chequered cement concrete coloured tiles 30cm x 30cm x 25 mm thick set, jointed and pointed in neat cement slurry with grey cement and no pigment including 15mm thick secreed bed in CM 1:4 set and jointed and pointed in neat cement slurry complete all as per specified and as directed by Engineer-in-charge. |
| 29 | M&L for PCC (1:2:4) type B-1 (using 20 mm grade crushed stone aggregate) as in coping roof kerbs or mud stops, rounded or chamfered on edges with necessary form work as required complete all as specified and as directed by Engineer-in-charge. |
| 30 | S&F in repairs, vitreous China squatting pan, 'Orissa' pattern, size 580mm x 440 mm, white with integral foot rest and 'P' or 'S' trap, including provision of lime concrete bedding, connection to trap and flushing pipe etc complete including making good to disturbed surfaces of floor to match with existing specifications complete all as specified and as directed by Engineer-in-charge. |
| 31 | S&F in repairs vitreous China wash down water closet pan (pedestal pattern) with seat cover white with 'P' or 'S' trap, including and flushing pipe etc complete including making good to disturbed surfaces of floor by filling with PCC 1:4:8 type D-2 to match with existing specifications as specified (excluding fixing bolts, flushing cistern and flush pipe) complete all as specified and as directed by Engineer-in-charge. |
| 32 | S&F in repair PVC 10 ltr capacity low level flushing cistern white with inlet ball valve float and braket and 32 mm bore PVC flush pipe, complete all as per specified and as directed by Engineer-in-charge. |
| 33 | Labour only for taking out unserviceable brick bats from soakage well including balling out water and sludge and cleaning the soak well completely to a distance n.exc 100m from the starting point as directed by Engr-in-charge and deposited in low land area and covering the same with layer of earth (60CM) over the same (Unit rate quoted for same shall be inclusive of labour charge for excavating pit and Bleaching powder laying etc.) complete all as per specified and as directed by Engineer-in-charge. |
| 34 | M&L for loose filling with broken bats of gauge 40mm to 80mm soakage well complete all as per specified and as directed by Engineer-in-charge. |
| 35 | S&F in repairs flexible collapsible PVC waste/discharge pipe for sink and wash hand basin 32/40mm dia, length not less than 70 cm, connected to waste coupling/fittings complete all as per specified and as directed by Engineer-in-charge. |
| 36 | M&L preparation of new plastered/pointing surface of wall and applying two coats of white wash, complete all as per specified and as directed by Engineer-in-charge. |
| 37 | S&F in repair plastic water closet seat cover, any colour to match the EWC, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device complete all as per specified and as directed by Engineer-in-charge.Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ. Please Enable Macros to View BoQ information |
