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| 1 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sqm on plan and n exc 1.5 in depth and getting out In soft soil complete all as specified and directed. |
| 2 | Returning filling in including spreading,levelling,watering and well ramming in later on exceeding 25 cm in soft and loose soil complete all as specified and directed. |
| 3 | Removing excavated material n exc 50 m and depositing where directed at level not n exc. 1.5 m above the starting point complete all as specified and directed. |
| 4 | M&L for Brickwork with fly ash bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete including Demolition of brickwork or stone/ boulder masonry complete all as specified and directed. |
| 5 | Taking down cement plaster in cement or cement lime mortar on brick or stone walls etc. including raking out joints, hacking for key, scrubbing down with water etc, including removal of debries to a distance exc 1.5 Km but n. exc 2 Km. complete all as specified and as directed. |
| 6 | M & L for 15 mm thick rendering in CM 1:4 on concrete surfaces / fair faces of brick masonary wall, finished even and smooth without using extra cement complete all as specified and as directed. |
| 7 | M&L for preparation of new plastered surface of wall and applying two coats of cement based paint over after application of cement base wall care putty complete all as specified and as directed. |
| 8 | M&L for PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as in coping or benching of manhole etc necessary form work finished fair and even surface without using extra cement including weathering slightly rounded or chamfered angles and throating complete all as specified and as directed. |
| 9 | M&L for providing cement concrete type C-2, 1:3:6 (using 20mm graded crushed stone aggregate) as in surface channels and drains complete all as specified and directed. |
| 10 | M&L for forming fair finished drain or channel 50 CM in girth in CM concrete using extra cement in cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed. |
| 11 | M&L for class 'A' salt glazed stone ware drain pipe (ISI marked) of 150 mm dia pipe of approved make laid in trenches jointed in CM 1:1 including demolition of existing pipe complete all as specified and directed. |
| 12 | M&L for class 'A' salt glazed stone ware drain pipe (ISI marked) of 200 mm dia pipe of approved make laid in trenches jointed in CM 1:1 including demolition of existing pipe complete all as specified and directed. |
| 13 | M&L for class 'A' salt glazed stone ware drain pipe (ISI marked) of 250 mm dia pipe of approved make laid in trenches jointed in CM 1:1 including demolition of existing pipe complete all as specified and directed. |
| 14 | M & L Reinforced concrete pipes, class NP-2, laid and jointed complete with collars of bore of pipes of size 150 mm dia including demolition of existing pipe complete all as specified and directed. |
| 15 | M & L Reinforced concrete pipes, class NP-2, laid and jointed complete with collars of bore of pipes of size 200 mm dia including demolition of existing pipe complete all as specified and directed. |
| 16 | M & L Reinforced concrete pipes, class NP-2, laid and jointed complete with collars of bore of pipes of size 250 mm dia including demolition of existing pipe complete all as specified and directed. |
| 17 | M & L Reinforced concrete pipes, class NP-2, laid and jointed complete with collars of bore of pipes of size 300 mm dia including demolition of existing pipe complete all as specified and directed. |
| 18 | M & L for concrete bed to drain pipes of 150mm dia including packing under and haunching & packing against the sides of pipes in cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate against the sides of SWG/RCC pipe after they are laid and tested complete all as specified and as directed. |
| 19 | M & L for concrete bed to drain pipes of 200mm dia including packing under and haunching & packing against the sides of pipes in cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate against the sides of SWG/RCC pipe after they are laid and tested complete all as specified and as directed. |
| 20 | M & L for concrete bed to drain pipes of 250mm dia including packing under and haunching & packing against the sides of pipes in cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate against the sides of SWG/RCC pipe after they are laid and tested complete all as specified and as directed. |
| 21 | M & L for concrete bed to drain pipes of 300mm dia including packing under and haunching & packing against the sides of pipes in cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate against the sides of SWG/RCC pipe after they are laid and tested complete all as specified and as directed. |
| 22 | M&L for Cutting in to existing manhole of any type for connecting bore new drain pipe of size 150mm, making good to pipe and rendering, cutting-out existing benching, for and forming branch channel ( ½ round or ¾ section) in cement concrete 1:2:4 type B1, smooth finish and reforming benching as required complete all as specified and directed. |
| 23 | M&L for Cutting in to existing manhole of any type for connecting bore new drain pipe of size 200mm, making good to pipe and rendering, cutting-out existing benching, for and forming branch channel ( ½ round or ¾ section) in cement concrete 1:2:4 type B1, smooth finish and reforming benching as required complete all as specified and directed. |
| 24 | M&L for Cutting in to existing manhole of any type for connecting bore new drain pipe of size 250mm, making good to pipe and rendering, cutting-out existing benching, for and forming branch channel ( ½ round or ¾ section) in cement concrete 1:2:4 type B1, smooth finish and reforming benching as required complete all as specified and directed. |
| 25 | M&L for cleaning of brick/stone masonary/RCC septic tank of any size, removing sludge and taking out from the septic tank, loading in lorry/cart , depositing beyond the limit of def land including bailing out water either manually or mechanically including obtaining earth from outside def land and spreading over the area to cover bailed water complete all as specified and directed. |
| 26 | Desilting/ de-sludging from manhole of depth upto 1.5m with dewatering including carriage of sludge from manhole mechanically and disposal outside defence land complete all as specified and directed by Engineer-In-Charge. |
| 27 | Desilting/ de-sludging from manhole of depth upto 1.5m to 3.0m with dewatering including carriage of sludge from manhole mechanically and disposal outside defence land complete all as specified and directed by Engineer-In-Charge. |
| 28 | Cleaning of blockage of bathroom / kitchen by cleaning the Nahani traps/ floor traps of all the mud / sludge and getting out, washing thoroughly grating of trap complete all as specified and directed by Engineer - in – Charge.Note- 1.Contracor or his authorised representative collect such types of complains from AGE B/R Chiloda complaint cell at 8:30 AM on daily except Sunday & holiday. No extra payment shall be made on account of collection of complaints. 2. Complaints must be completed with in 24 hrs without any fail other wise recovery shall be made double the market rate to the contractor. |
| 29 | Cleaning of blockage of WC Indian or European type by removing of all the mud / sludge and getting out, including cleaning of pipe upto 1st manhole complete all as specified and directed by Engineer - in - Charge. Note- 1.Contracor or his authorised representative collect such types of complains from AGE B/R Chilodacomplaint cell at 8:30 AM on daily except Sunday & holiday. No extra payment shall be made on account of collection of complaints. (2) complaints must be completed with in 24 hrs without any fail other wise recovery shall be made double the market rate to the contractor. |
| 30 | Cleaning of sewage line of dia 150 mm of stoneware pipe and RCC pipe between two consecutive manhole or gully trap to manhole by roding and flush water in line after roding to clean the line complete all as specified and directed. |
| 31 | Cleaning of sewage line of dia 200 mm of stoneware pipe and RCC pipe between two consecutive manhole or gully trap to manhole by roding and flush water in line after roding to clean the line complete all as specified and directed. |
| 32 | Cleaning of sewage line of dia 250 mm of stoneware pipe and RCC pipe between two consecutive manhole or gully trap to manhole by roding and flush water in line after roding to clean the line complete all as specified and directed. |
| 33 | Cleaning of sewage line of dia 300 mm of stoneware pipe and RCC pipe between two consecutive manhole or gully trap to manhole by roding and flush water in line after roding to clean the line complete all as specified and directed. |
| 34 | Cleaning of sewage line of dia 150 mm by suction cum sewer jetting machine by pressurised water which can cut through grease, dirt, sand and roots and by the jetter nozzle which breakup the tough blockages and flush them out completely by removing stubborn clogs complete all as specified and directed by Engr-in-Charge. |
| 35 | Cleaning of sewage line of dia 200 mm by suction cum sewer jetting machine by pressurised water which can cut through grease, dirt, sand and roots and by the jetter nozzle which breakup the tough blockages and flush them out completely by removing stubborn clogs complete all as specified and directed by Engr-in-Charge. |
| 36 | Cleaning of sewage line of dia 250 mm by suction cum sewer jetting machine by pressurised water which can cut through grease, dirt, sand and roots and by the jetter nozzle which breakup the tough blockages and flush them out completely by removing stubborn clogs complete all as specified and directed by Engr-in-Charge. |
| 37 | Cleaning of sewage line of dia 300 mm by suction cum sewer jetting machine by pressurised water which can cut through grease, dirt, sand and roots and by the jetter nozzle which breakup the tough blockages and flush them out completely by removing stubborn clogs complete all as specified and directed by Engr-in-Charge. |
| 38 | S&F in repair FRP manhole covers, frame and gratings having any shape for area exc 0.20 sqm but n.exc 0.50 sqm and size for manhole covers and installed as per manufacturer instruction. The top layer of covers, frames, and gratings consists of quartz and conundrum crystals, bonded with special grade of UV stabilised resin to get good abrasin resistance. The fibre glass shall be reinforced with glass fibre in the film of UD stitched,multidirectional wooden roving to get good tensile and flexural strength and embedded in the matrix of UV stabilised and high tensile stregth modified especially to suit this application. The frame shall be embedded in mimimum M25 grade concrete and top level of frame should match with fixed surface etc complete all as specified and directed by Engr-in-Charge. |
| 39 | M&L for Pre cast RCC 1:2:4 type B1 using 20 mm graded stone aggregates as in cover slab for soakage well / manhole and similar works supported on walls and set in cement mortar 1:4 incl necessary form work and demolition of existing RCC complete all as specified and as directed by Engr-in-Charge. |
| 40 | S & F TMT mild steel deformed bars 6 to 8 mm dia cut to length bent to shape required and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips of Fe 410 W Gde (E-250) quality A or Fe 290 (Gde - E-165) complete all as specified and directed. |
| 41 | S & F TMT mild steel deformed bars 10 mm dia cut to length bent to shape required and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips of Fe 410 W Gde (E-250) quality A or Fe 290 (Gde - E-165) complete all as specified and directed. |
| 42 | S&F mild steel work as in Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 43 | Taking down rainwater/drain pipes/cast iron pipe (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories including high rise building complete all as specified and directed. |
| 44 | S&F PVC (SWR) pipes exc 160 mm dia & n.exc 200 mm dia single socketed, in any length, with rubber ring joints jointed with solvent cement, fixed to walls with clamp including high rise building including clamps and bends with couplers and all necessary fittings complete all as specified and as directed. |
| 45 | S&F PVC (SWR) pipes 110 mm dia single socketed, in any length, with rubber ring joints jointed with solvent cement, fixed to walls with clamp including high rise building complete all as specified and as directed. |
| 46 | S&F PVC (SWR) pipes 110 mm dia single socketed, in any length, with rubber ring joints jointed with solvent cement, laid in trenches or in floors complete all as specified and as directed. |
| 47 | S&F PVC (SWR) bends 110 mm dia complete all as specified and directed. |
| 48 | S&F PVC (SWR) pipes 75 mm dia single socketed, in any length, with rubber ring joints jointed with solvent cement, fixed to walls with clamp including high rise building complete all as specified and as directed |
| 49 | S&F PVC (SWR) pipes 75 mm dia single socketed, in any length, with rubber ring joints jointed with solvent cement, laid in trenches or in floors complete all as specified and as directed. |
| 50 | S&F PVC (SWR) bends 75 mm dia complete all as specified and directed. |
| 51 | S&F in repair for grating round/square 150 mm size of PTMT (minimum weight 100gms) complete all as specified and directed. |
| 52 | S&F in repair for Salt glazed stoneware gully traps square or round mouthed of size 125mm x 110mm complete all as specified and directed. |
| 53 | S&F in repair for PVC (SWR) Nahani trap/floor trap 75mm bore with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed. |
| 54 | S&F in repair for Cast iron Nahani trap/floor trap 75mm bore with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed. |
| 55 | S&F in repair steel work in tubular trusses, purlins including special shaped washer etc complete using ERW or induction butt welded square or round tubes conforming to IS 1161-1979 grade St- 240 including removal of old trusses complete all as specified and directed. |
| 56 | M&L two coats of synthetic enamel paints on new steel Surfaces exc 10cm girth over a coat of red oxide complete all as specified and directed. |
| 57 | Demolition of stone slabs and tiles of any description, laid bedded and pointed in any mortar complete all as specified and directed. |
| 58 | M&L for Machine cut kota stone slab flooring 20-25mm thick over cement screed base 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. |
| 59 | M&L for Granite stone slab 20 mm thick (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in coloured cement (1:2) using marble dust with admixture of pigment to match with granite shade, laid over and including 15 mm thick cement screed bed in CM 1:6 complete all as specified and directed. |
| 60 | Labour only for moulding to granite/kota stone in to bracket straight or circle to facing of squared granite of any description complete all as specified and directed. |
| 61 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed. |
| 62 | M&L for 25 mm thick plain cement concrete (1:2:4) type B0 (using 12.5 mm graded stone aggregates) as in flooring in leveling course, finishing cement concrete surface even and smooth without using extra cement complete all as specified and as directed. |
| 63 | M&L for non skid ceramic coloured tiles 7 to 8mm thick (square/ rectangular) area of each tiles exceeding 0.06 Sqm but not exceeding 0.11 Sqm, in floors etc. laid over and including 20 mm thick screed bed or bedding layer in CM (1:6), set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and as directed by Engineer-in-Charge. |
| 64 | M&L for light shade colour vitrified ceramic tiles 10mm thick (square/ rectangular) polished, area of each tiles n. exc 0.36 sqm in floors etc laid over and including 20 mm thick screed bed or bedding layer in CM (1:6), set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and as directed by Engineer-in-Charge. |
| 65 | M&L for joint free (edge cut) coloured glazed ceramic tiles 7 mm to 8 mm thick (square/ rectangular) polished area of each tile exc 0.06 Sqm but n. exc 0.18 sqm as in skirting/ dado etc laid over and including 10 mm thick backing coat in cement mortar (1:4), set and jointed in neat cement slurry and pointed with coloured cement to match the tiles complete all as specified and as directed by Engineer-in-Charge. |
| 66 | Demolition of cement concrete in ground floor and pavings n.exc 15 cm thick of any description and in any position not otherwise specifically provided for below or above ground level, including removal of debries to a distance exc 1.5 Km but n. exc 2 Km complete all as specified and as directed. |
| 67 | M & L for Cement concrete in foundations, filling and mass concrete,Type D-2, 1:4:8 (40mm graded ggregate) complete all as specified and as directed. |
| 68 | M&L for 25 mm sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed. |
| 69 | M & L for Machine pressed precast concrete interlocking paver block of approved shape without correctin factor for chamfering , made in rubber moulds with 0.5mm thick scratch proof lacquer coating on top surface , with white cement and pigment laid over , confirming to IS 15658-2006 complete all as specified and directed of size 60mm thickness, with minimum compressive strength of 35 N/Sqmm (M-35 Grade) ISI Mark complete all as specified and as directed. |
| 70 | Refixing for Machine pressed precast concrete interlocking pave block and shape and size confirming to IS 15658-2006 of 60/ 80 mm thickness M-35 grade including leveing and spreading of sand cusion as laying in floor etc complete all as specified and as directed . |
| 71 | M&L for chequered cement concrete tiles of size square size with 20-25mm thick,set, jointed and pointed in neat cement slurry in floors with grey cement and pigments over and including 20 mm thick screed bed or bedding layer in cement mortar 1:6 complete all as specified and directed. |
| 72 | M&L cement 1:3:6, type C1, using 20 mm aggregate providing, cement concrete in edges of path, rounded or chamfered on edges etc complete all as specified and as directed. |
| 73 | Material & Labour 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 rainage opening wherever required complete all as specified and as directed by Engr in charge. Please Enable Macros to View BoQ information |
