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| 1 | Specification & Brands mentioned in Annex-BArea as per Drawing ( Annexure-A)29.03mt*5.63mt= 163.44SqmSay 1758.61Sqft. |
| 2 | Supplying all materials, labour, T&P and fixing Rotational moulded polyethylene cylindrical vertical water storage tanks conforming to IS:12701--1996 including cutting holes through the tank and fixing mild steel ltubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc, including hoisting up to a height of 5 meters above ground level conveyance of all materials to worksite etc all complete as per specification and direction of the Engineer-In-Charge. 2000 litre capacity water storage tanks in 1st. floor. |
| 3 | First class Fly ash Brick masonry using bricks of size 23cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. |
| 4 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 200 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. |
| 5 | Providing and lying plain cement concrete of proportion (1:3:6) in foundation and floors using Portland slag cement (PSC) with 40 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge.a. Beam |
| 6 | b. Slab |
| 7 | Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding ( Binding wire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge Cold Twisted bars, Thermo-Mechanically-treated bars. |
| 8 | 12 mm thick Cement Plaster(1:6) for brick work (per one Sq. Mtr.) |
| 9 | Earth work in all kind of soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. |
| 10 | Supplying of filling sand in foundation and over areas including watering,ramming, consolidating and dressing, labours, tools, taxes etc., all complete as per the specification and direction of E.I.C. |
| 11 | Providing and laying of Cement Concrete of grade 1: 3 :6 (1cement : 3 sand : 6 graded stone aggregate 40 mm nominal size ) of approved quality from quarry mixing in concrete mixer ,lowering and compacting in proper thickness , watering & curing for the required period .including all cost of labour ,material,conveyance,royalties and taxes ,sundries ,T & P etc. & including the cost of centering and shuttering all complete as per the directions of Engineer-in-charge. |
| 12 | Providing and laying of Cement Concrete of grade 1: 2 :4 (1cement : 2 sand : 4 graded stone aggregate 12 mm nominal size ) of approved quality from quarry mixing in concrete mixer ,lowering and compacting in proper thickness , watering & curing for the required period .including all cost of labour ,material,conveyance,royalties and taxes ,sundries ,T & P etc. & including the cost of centering and shuttering all complete as per the directions of Engineer-in-charge. |
| 13 | Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layers not exceeding 20 cm in depth , consolidating each deposited layers by ramming and watering, lead up to 50m and lift up to 1.5 mt etc. including cost of all labour, sundries T & P etc complete in all respect as per the direction of Engineer-In-Charge. |
| 14 | Providing Fly ash bricks masonry work using (250mmx120mmx80mm size) having crushing strength not less than 75Kg/Sqcm in cement mortar (1:6). Immersing the bricks in water before use in all necessary projection splays cutting, circular moulding, corbelling etc. Including cost of conveyance ,taxes & royalties, loading and unloading of all materials & cost of all labour, scaffolding ,watering & curing ,sundries, T & P etc. complete as per the direction of Engineer-in-charge . |
| 15 | Honey comb masonary with 25cm x 12 cm x 8 cm size Fly ash bricks having crushing strength not less than 75 kg/cm2 cement mortar (1:4) and plastered with 16 mm thick cement mortar (1:6) including white washing 2 coats (Per 1 sqm) |
| 16 | RCC work M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 N. / Square mm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12 mm. to 20 mm. size black hard crusher broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned (20 mm. size chips not to exceed 25 % ) to be mixed in concrete mixture with approved grade cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days and finishing the exposed surface smooth providing grooves or beads wherever necessary including centering & shuttering cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete in all respect as per direction of the Engineer in chargeFoundation and plinth |
| 17 | Providing, fixing in position TMT Fe-500 reinforcement bars for RCC work of required diameter of approved quality including straightening, cutting, bending, binding, welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the specification & direction of Engineer -in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) |
| 18 | Providing 16mm thick cement plaster to the surface of brick masonry wall with cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalties, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer -in-charge |
| 19 | Providing 12mm thick cement plaster to the surface of brick masonry wall with cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalties, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer -in-charge |
| 20 | Providing 6mm thick cement plaster with cement mortar of (1:4) to ceilings of roof slabs, stairs, landings, chajja, shelves, columns, beams and lofts etc. including roughening, scraping and cleaning and finishing the plastered surface smooth using wooden floats only to proper plumbs and level, making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalties, all labour, scaffolding, watering and curing , sundries and T&P etc all complete as per direction of the Engineer -in-charge |
| 21 | Providing cement punning to walls including roughening, scraping and cleaning and finishing the surface smooth only to proper plumbs and level, to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalties, all labour, scaffolding, watering and curing , sundries and T&P etc all complete as per direction of the Engineer -in-charge |
| 22 | Supplying all materials, labour, T&P fitting UPVC SWR Type B pipes & fittings of approved make confirming to IS-13592 including jointing of approved solvent cement non-heat application method including testing of as per standard specification both below & above ground level/floor & on walls including supply of bobbins, nains, screws wooden cleats, pipe / Equivalent)clamps as per requirement including earthwork excavation & fitting including cutting walls & floors & making good the damages with cement concrete (1:2:$) with hard granitr chips, including scaffolding wherever necessary all complete with requisite testing as per direction of the EIC (MAke Astral/ Supreme110 mm dia UPVC SWR pipe (Type-B) |
| 23 | 110 mm U-PVC vent cowl |
| 24 | Constructing brick masonary chamber for underground SFRC inspection chamber and bends with brick in cement mortar 1:4 (1 cement: 4 coarse sand) SFRC cover with frame 455*610 mm internal dimensions, total weight of cover with frame be nit less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) RCC Top Slab with 1:2:4 mix (1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cememnt: 5 fine sand ;10 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on the walls and bed concrete etc complete as per standard design including all cost of labour, material T&P etc all complete as per the engineer-in-charge |
| 25 | Inside dimension 600*850mm and 45 cm deep for pipe line with three or more inlets |
| 26 | Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigs or combination drilling rigs (1200 cfm/ 300 psi) as required to suit the site condition as per the direction of Engineer-in-charge including use of own rigs with its accessories, tools and plant and consumables etc for lowering of 200 mm dia PVC/ GI pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (GI/ PVC casing pipes if required to prevent collapse of over burden is to be provided by the contractor including lowering and withdrawing after completion of the bore well). |
| 27 | Supplying, assembling, lowering and fixing in vertical position, unplasticized PVC casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories. materials, loading and unloading, sundries and T&P etc all complete as per direction of the Engineer -in-charge.cost of 200 mm nominal inner dia Pipes(SCH-80) |
| 28 | cost of 200 mm nominal inner dia Pipes(SCH-80) |
| 29 | Cleaning and developing the bore well using their own compressor continuously worked till clear and adequate discharge is obtained from the bore well including supply and use of all necessary equipment and labour as per the direction of Engineer-in-Charge. |
| 30 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell all as per requirement and direction of Engineer-in-charge.150mm dia |
| 31 | Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of borewell as per IS: 2800 (part I), including necessary bolts & nuts of required size all complete for borewell all as per requirement and direction of Engineer-in-charge.150 mm clamp |
| 32 | Supply, installation, testing & commissioning of following capacity horizontal submersible pump set to install inside the production well and reservoir including all suction, delivery overflow pipe line valve arrangement & all electrical instllation like pannel board , stater, 3 core flat submersible cable etc all complete as per specification & direction of E.I.C3H.P vertical submersible pumpset , Head discharge of 65mtr and 3 lps with automatic star delta starter panel |
| 33 | 4mm2 ,3 core flat copper cable for vertical submersible pump |
| 34 | Nylone rope or plastic coated steel rope |
| 35 | Cost of PVC Fittings (Bottom Cone, Top Cap, R/Socket, Nipple) |
| 36 | Pannel board |
| 37 | Providing and laying in trenches PVC pipes conforming to ASTM-D-1785/89 (Schedule-80) and fittings as per ASTMD 2487 of the following nominal bore and pipe fittings including testing as per specification complete 32mm upvc Sch-80pipe |
| 38 | 20mm upvc Sch-80pipe |
| 39 | 32mm Tee |
| 40 | reducer Tee 32x32x20mm |
| 41 | Ball Valve-32mm |
| 42 | Ball Valve-20mm |
| 43 | Reducer coupler 32x20mm |
| 44 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc, not exceeding 80 mm dia |
| 45 | 50mm HDPE pipe (10kg / cumsq) PE-43 |
| 46 | 50mm PVC pipe (Sch 80) |
| 47 | SS Nipple |
| 48 | SS Nut & Bolt |
| 49 | Bore cover for 200mm dia Bore |
| 50 | 40mm GI socket |
| 51 | 40mm GI bend |
| 52 | 40*40*15mm GI reducing T |
| 53 | 40mm GI short piece |
| 54 | 40mm GI Uniun |
| 55 | 40mm GI |
| 56 | 50mm GI union Please Enable Macros to View BoQ information |
