design, supply, installation, testing and commissioning work of miscellaneous e / m work as per tender document - sump well and mep building 2 excavation in foundation in ordinary soil ( loam, clay and sand ) for depth given below g.l. for effluent channel laying sewers. manholes, gully-pits chambers, sumps etc. including cutting of joints pits, trimming, refilling, dressing leveling of trenches in 20cms layers, watering & ramming the same including removal of surplus earth and other dismantled materials up to 50m from the center of trenches. 3 from 0 - 1.5 metre. 4 from 1.5-3.0 metre. 5 from 3.0-4.5 metre. 6 from 4.5-6.0 metre. 7 from 6.0-7.5 metre. 8 from 7.5-8.3 metre. 9 cement concrete ( 1:3:6 ) with followinggauge approved stone ballast, coarse sand and cement in foundation including supply of all materials, labor, t & p etc; required for proper completion of the work. 10 concrete with 20 mm stone ballast, coarse sand and cement 6:3:1 11 r.c.c. m30in cement, coarse sand & 20mm gauge stone ballast in well and floor of screening chamber excluding supply of reinforcement and its bending but including its fixing and binding with 0.50mm thick binding wire ( to be supplied by the contractor free of cost ) and including necessary centering, shuttering curing and including all materials, labor, t & p etc; required for proper completion of the work. 12 raft 13 wall upto sump ( 0-1.5m ) 14 wall upto sump ( 1.5m-3.0m ) 15 wall upto sump ( 3.00m-4.5m ) 16 wall upto sump ( 4.5m-6.0m ) 17 wall upto sump ( 6.0m-7.5m ) 18 wall upto sump ( 7.5m-8.0m ) 19 slab sump=0.785*7*7 20 column upto slab 21 beam 22 rcc m 25 work with cement, coarse, sand and 20mm gauge approved stone ballast as per approved mix design in columns excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50mm thick binding wire ( to be supplied by the supplied by the contractor ) including necessary centering and shuttering, supply of all material, labour, t&p etc required for proper completion of the work. 23 slab mep building =0.785*7*7*0.5 24 column 25 beam=0.785*7*7*0.5 26 supply and fixing of girder of ismb250 size over the pump house including cost of cutting and wastage as per direction of engineering in charge and its painting with approved paint and also one coat of primer. 27 mild steel and iron work in rcc to required shape an necessary including bending for proper completion of workk including supply of steel and wastage 28 supply and painting with anticorrosive paint epoxy base paint inside sump up to roof slab including cost of labour, materials, t&p etc. complete. 29 first class work brickwork cm ( 1:4 ) in superstructure including supply material labour t&p etc complete ( mep building above wetwell ) 30 12mm thick plaster over brickwork in cm ( 1:3 ) including material labourt&p etc complete ( mep building above wetwell ) 31 finishing wall with water proofing cement with required shade with two or more coats on new work ( mep building above wetwell ) 32 supply and fixing of g.i.25 mm dia pipe railing in three row 1.0m.high. 33 pumping or bailing out of subsoil water for lowering the water table for excavation work, laying of pcd ms work, raft plaster etc. all complete as per station required up to full depth of work the help of well-point equipment for 25 days@ 4 pumps 34 provision of ms grill cover over with angle iron frame of 40*40*6mm on working platform 35 provision of water proofing compound for construction for slab above mep building25 mm thick cement concrete consisting of cement, coarse sand and 12 mm graded approved stone grit 1:1.5:3 and including 3 % water proofing material 36 inlet chamber / screen chamber 37 excavation in foundation in ordinary soil ( loam, clay and sand ) for depth given below g.l. for effluent channel laying sewers. manholes, gully-pits chambers, sumps etc. including cutting of joints pits, trimming, refilling, dressing leveling of trenches in 20cms layers, watering & ramming the same including removal of surplus earth and other dismantled materials up to 50m from the center of trenches. 38 screen chamber ( 2x3 ) wall thickness=300mm 39 0.00 m to 1.50 m ( length=9.7+0.6 ) 40 1.50 m to 3.0 m 41 3.0 m to 4.50 m 42 cement concrete with followinggauge approved stone ballast, coarse sand and cement in foundation including supply of all materials, labor, t & p etc; required for proper completion of the work. 43 concrete with 20 mm stone ballast, coarse sand and cement 6:3:1 44 r.c.c. m30 in cement, coarse sand & 20mm gauge stone ballast in well and floor of screening chamber excluding supply of reinforcement and its bending but including its fixing and binding with 0.50mm thick binding wire ( to be supplied by the contractor free of cost ) and including necessary centering, shuttering curing and including all materials, labor, t & p etc; required for proper completion of the work. 45 inlet chamber raft 46 walls length= ( 9.7x2 ) + ( 3.4x4 ) + ( 5x2 ) =43m 47 0.00 m to 1.50 m 48 1.50 m to 3.0 m 49 3.0 m to 4.50 m 50 mild steel and iron work in rcc to required shape an necessary including bending for proper completion of workk including supply of steel and wastage 51 supply and painting with anticorrosive paint epoxy base paint inside sump up to roof slab including cost of labour, materials, t&p etc. complete. 52 supply and fixing of g.i.25 mm dia pipe railing in three row 1.0m.high. 53 pumping or bailing out of subsoil water for lowering the water table for excavation work, laying of pcd ms work, raft plaster etc. all complete as per station required up to full depth of work the help of well-point equipment for 25 days@ 4 pumps 54 supply and fixing of ss 304 grade screen in inlet chamber including labour material etc complete 55 rising main 56 supplyand laying of 450mm dia.pipe and specialssuitable for destination including all taxes.including providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow mstube posts / horizontal members / bracings covered with 1.63mm thick ms sheet.the sheet shall be fixed with 30x5mm ms flat by suitable welding / riveting including caution board , traffic diversion as per direction of engineer-in-charge 57 400 mm dia di k-9 pipes 58 supply & fitting of specials @ 10% of 1 ( a ) & 1 ( b ) 59 dismantling of bitumin roads disposal of unserviceable materials within 50m from the site of work as directed by the engineer in charge including its temp reinstatement by hand ramming to make walkable. 60 excavation for pipe lines in ordinary soil lift upto following and lead upto 50m including filling back, watering, ramming in trenches and removal of surplus earth. 61 0.0 to 1.5m 62 construction of thrust blocks of size 1.8m x 1.8m x 1.8m 63 supply & fitting of air valves of size 25mm. 64 reinstatement of old dismantle bituminous roads as per pwd nh specificationsand new short fallen materials for proper finishing of surface including supply of materials, labour and t&p etc. required for proper completion of work as per direction of engineer in charge. 65 dg platform 66 reinforced cement concrete in1:1.5:3 with cement coarse sand and 20mm stone grit in foundation footing etc. excluding supply of reinforcement and its bending but including its fixing, binding the same with 0.50mm thick binding wire ( to be supplied by the contractor ) including of all materials, labour, and t&p etc. required for the proper completion of work 67 transformer 68 d.g set 69 cable trench for d.g set 70 p.c.c ( 1:4:8 ) 71 floor slab 72 vertical wall 73 cover 74 mild steel or iron work in plane work such as in r c.c work ( when not included in over all rates; wrought to the required shape as necessary including bending for the completion of work and including supply of all matenals, labours, t&p etc. complete ( 0.5% of rcc ) 75 provision for tubular truss in mild steel or iron work in heavy section including drilling revetting and welding and also including supply of steel bolts, nuts and their fixing required for proper completion of work 76 supply & fix 0.63mm thick ridges, valley & gutter for gi roofing 77 cost of meter / ht & lt rooms staff quarters 78 construction cost of lt panel room building ( 6.0m x 5.0m ) 79 construction cost of meter and ht panel room building ( 5.5m x 8.0m ) 80 staff quarters ( 1 nos ) 81 cost of boundary wall, gate and site development. 82 finishing walls with acrylic smooth exteriorpaint of required shade on new work two or more coat over exterior primer. 83 supply and fix m.s. clamps of size 50x50x6x100 mm for gates including supply of all materials labour , t&p etc . required for proper completion of the work . 84 supply and fixingof m.s. gate of 3.60 m wide as per type design including necessary fabrication for proper completion of work. 85 same as above but for wicket gate 1.2 m as per type design. 86 painting or varnishing on new iron work in small areas or new wood work with one coat priming & one coat paint or varnish. 87 for wicket gate 1.2 m as per type design 88 construction of cc road 1:1.5:3 ( m20 ) including material labour t&p etc complete 89 laying of 80mm thick c.c. pre rubber moulded inter locking paver tiles with 10mm thick bedding of fine sand and brick ballast in ratio 1:4 including all labour, t&p etc. required for proper completion of work.