Tender For Internal Development Work Of Village Ghusawalkala At Sector 3 Avadh Vihar Yojna Lucknow., 1 (A) Laying of Sewer Line and Sewer ConnectionExcavation for the following depth below groundlevel for laying sewer line, manholes (Gully pits), chambers sumps etc in oridinary soil (Earth, sand loam and clay) including cutting or joints pits trimming desing levelling of trenches and refilling if trenches in 20cmlayer watering and ramming the same including removed of surplus earth or other dismantelied material upto the distance of 50M from the center of the trenches(a) 0.00 to 1.50m BGL 2 (b) 1.50 to 3.00m BGL 3 Providing and fixing open timbering (covering 1/3 of surface area by planks) in trenches for depth upto 3.00 m below ground level consisting of 40.00 mm thick approved country wood planks for polling boards, 125mmx75mm indian sal wood wallers and 100mm dia eucalyptus balliesfor strut at 1.50 m c/c including removal after laying of sewer (both sides of trenches will be taken as one side for the pupose of payments and measurements i.e. area equals to length x depth of trench). Dismantled timbering materials will be property of the contractor.(a) 0.00 to 3.00m BGL 4 Supply of following Dia R.C.C. S&S pipes (class NP3 ) with collarsof following Dia including local cartage of pipe upto store.250mm diaR.C.C. S&S pipes NP3 Class 5 Carting of following dia R.C.C. S&S pipes (NP3 class) and specials from store to the site of work, lowering the same into trenches in depths upto 1.50m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in bitumen, and jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete but excluding excavation and refilling of trenches from ground level to the invert level of pipes.250mm diaR.C.C. S&S pipes NP3 Class(a) 0.00 to 1.50m BGL 6 (b) 1.50 to 3.00m BGL 7 Providing all materials and construction 1.20x0.90M & 1.50 M deep RCC Slab Type Regtangular Manhole consist with 225 mm base concrete with 1:4:8 cement coarse sand and 40 mm stone ballast and class 150 brick work in 23 cm thick wall with 1:5 cement and coarse sand in side plaster with 1:3 cement coarse sand and mix with water proofing compoud, RCC work with cement concrete grade M-20, mild stee/TMT Barl in plain work as per designe and drawing and fixing of foot step @ 30 cm center to center interval also including cost of making PCC 1:2:4 for channel in floor and also fixing of 600 mm dai medium duty manhole cover with PCC 1:24 complete in all reaspect as per direction of E/I also clearing of site 8 Providing all materials and construction 1.20x0.90 & 1.00 M deep Shaft for requlating payment fo depth of the Rectungler Type manhole as per item no. 6 consisting 23cm thick wall with class 150 brick work in 1:5 cement and coarse sand in side plaster with 1:3 Cement coarse sand and mixed with water proofing compound and fixing of foot step @ 30cm centre to centre interval with all respect as per direction for E/l also clearing of site. 9 Providing all materials and construction for 0.60x.060m & 1.50 M deep Squar type Brick house connecting champber consist with 225mm base concrete with 1:4:8 cement coarse sand and 40 mm stone ballast and class 150 brick work in 23 cm thick wall with 1:5 cement and coarse sand in side plaster with 1:3 cement coarse sand and mix with water proofing compoud and fixing of foot step @30 cm center to center interval also including cost of making PCC 1:2:4 for channel in floor and also fixing of 600 mm dai medium duty manhole cover with PCC 1:2:4 complete in all reaspect as per direction of E/I also clearing of site 10 Providing all materials and construction 0.60x0.60 & 1.00 deep Shaft for requlating payment fo depth of the circular type manhole as per item no. 8 consisting 23cm thick wall with class-150 brick work in 1:5 cement and coarse sand in side plaster with 1:3 Cement coarse sand and mixed with water proofing compound and fixing of foot step @ 30cm centre to centre interval with all respect as per direction fo E/I also clearing of site. 11 Providing and laying in normal bedding on joints for base of jointing with cement concrete 1:4:8cement coarse sand and stone grit, bedding size on joints 0.75 x 0.60 x 0.15M including supply of all material, labour T&P etc required for proper completion of the work as per direction of E/I. 12 Dismantling work of C.C. road manually/by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. 13 Disposal of surplus earth received from Manhole, Chambers, Trenches, including loading, unloading cartage and disposal in low lying area as directed by the Engineer-in-charge upto 1 Km within the scheme and from the site of work and also including leveling and dressing of surface in required level and slope. 14 Providing all material labour for laying of R.C.C. hume pipe class-2 for Sewer connecting chamber to manhole of sewer line includign excavationof earth for laying of R.C.C. hume pipe width 75cmand depth 80 to 100cm. including cost of R.C.C. hume pipe dia 150 mm class NP-2lowring R.C.C. hume pipe dia 150 mm NP-2 all in proper slop alingement and depth as per direction of E/I.(a) 150mm dia RCC Hume pipe NP-2 15 Making sewer connection of sewer line with existing mainhole including breaking into & making good the wall floor with cement concrete 1:2:4 mix (1 cement :2 coarse sand :4 graded 20mm nominal size) cement plaster on both side with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat of neat cement and making necessary channels of the drain etc. all material T&P with cutting and repair of manhole as per direction of E/I. 16 Making sewer connection chamber size 0.60x0.60x0.60M in plot campus including cost of excavation base concrete 1:6:12 cement, coarse sand and brick ballast, 150 class brick work in 1:5 cement coarse sandmortar & 12mm thick plaster with neat cement, 1:2:4 flooring with RCC cover in cement, concrete 1:1.5:3 and rainforcement as per disign including cost of all materials labour T&P etc required required for proper completion of the work as per direction of E/I 17 (B) Laying and Jointing of Water Supply and connection Excavation forpipe line in oridinary soil (Earth, sand loam and clay) with lift up to 1.50 mtrs including cutting or joints pits trimming, dressing, levelling of trenches in 20m layer watering and ramming the same including removed of surplus earth or other dismantelled material upto the distance of 50M from the center of the trenches. 18 Supply of followingdia PVC pipe 6.0 kg/sq cm IS4985/2000 marked of supreme/Prince/Kishanincluding loading, unloading, cartage etc up to working site complete as per direction of engineer in charge.(a) 200mm dia PVC 6kg/cm pressure pipe 19 (b) 140mm dia PVC 6kg/cm pressure pipe 20 (c) 110mm dia PVC 6kg/cm pressure pipe 21 Supply of CI D/F sluice valve IS14846/2000 of following sizes of approved make as per direction of engineer in charge.(a) 200 mm dia 22 (b) 125 mm dia 23 (c) 100 mm dia 24 Supply of CI detachable joints for AC pressure pipe & PVC pipe IS8794/1988 class 15 with rubber rings 3 mm thik with nutt bolts.(a) 200 mmdia D-Joint 25 (b) 125 mm dia D-Joint 26 (c) 100 mm dia D-Joint 27 Supply of CI double orfice pnumatic air release valve IS18485 Type DK rubber float of 80 mm orfice flanged type. 28 Supply of DI fire hydrant as per IS909 complete with duct foot bend sluice valve rised coupling and cap with chain and nutt bolts rubber packing etc. 29 Supply of solvent for PVC pipe joints 30 Carting and laying of following size PVC pipe and fittings in already excavated trenches including cost of all consumble materials and fittings and making PVC coller joint as per direction of engineer in charge.(a) 200 mm dia 31 (b) 140 mm dia 32 (c) 110 mm dia 33 Cartage & fixing of following Size C.I. D/F Sluice valve labour rate including cost of trenching sluice value and flanged joints including all fitting, labour, T&P etc. complete.(a) 200 mm dia 34 (b) 125 mm dia 35 (c) 100 mm dia 36 Making rubber ringjoints using CI detachable joint in all class AC Pressure pipe and PVC pipe.(a) 200 mm dia PVC Pipe 37 (b) 140 mm dia PVC Pipe 38 (c) 110 mm dia PVC Pipe 39 Providing and laying cement concerete 1:2:4cement: c sand and 20mm stone grit inlcuding of all material labour T&P etc required completion of the work and curing complete also including cost of former in foundationand floors. 40 Construction of Fire Hydrent/Air Valve chamber/Sluice Valve in Inner Size 0.90x1.00x1.50 M with 100mm thick base conceret 1:4:8 cement C Sand and 40mm brick ballast with 23cm thick wall with class 150 brick in 1:6 cement C Sand mortar and 12mm thick plaster with 1:3 cementand C Sand and 40mmthick flooring with 1:2:4 cement C Sand and 20mmgraded stone grit and also provide and fixing pre-cast RCC cover thickness 120mm for Air Valve chamber perforated slab shall be fixed on brick work chamber complete finishing rate also including excavation of earth as per direction of E/I 41 Providing, laying, jointing and testing for water connection following dia CPVC pipe SDR-11make superem/Prince/Kisan approved other make including cost ofpipe and specialswith excavation of trenches 0.65M wide and 1.00M Deep including cost of all materials labour T&P etc required for proper completion of the work as per direction of E/I(a) 20mm dia CPVC Pipe 42 Making water connection jinting & testing of following dia from existing PVC/DI/AC pressure pipe upto dia 300MM including cost of MS/CPVC clamp with nut bolt and rubber packing MTA with brass insert and CPVC elbow, socket ercavation of earth for making pits for water connection and boilting out waters and also refilling of pits including cost of all materials labour T&P etc required required for proper completion of the work as per direction of E/I(a) 20mm dia CPVC Pipe Connection 43 Providing and fixing PTMT Ball cock of approved quality colour and make complete with Epacy coated aluminium rod with L.P./H.P.H.D. plastic ball. 20mm nominal bore 120 mm long. Weighing not less than 198 gms. 44 (C) Construction of Road and Drain workPreparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.50cm depth, dressing to chamber and consolidating with road roller including making good the undulations etc. and re-rolling the sub-grade and disposal of surplus earth lead upto 50 mtrs. 45 Construction of granular sub-base by providing close graded material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density complete in all respect and as per relevant clause of MORT & H section-401. 46 Earth work in exacavation in trenches for foundation and for pipes cables etc. In ordinary soil (loan clay or sand) including lift upto 1.5 m lead upto 50m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer-in- charge within a leadof 50M (Drain) 47 Providing and laying in cement concrete in 1 : 6 : 12 (1 cement : 4 coarse sand ( FM 2.2to 3.6) : 12 graded brick ballast40 mm nominal size and curing complete Including, cost of form work, supply of all material, labour T&P etc. required for proper completion of the work in foundation and floors (Drain) 48 Class 150 brick in 1:6 cement and coarse sand of (FM 1.50-2.00 F.M.) mortar in foundation and plinth including supply of all materials, labour T&P etc. required for proper completion of the work (Drain). 49 12 mm thick plinth plaster 1:4 cement & coarce sand mortor finished with a floating coat of neat cement including supply of all materials laour T & Petc.required for proper completion of the work. (Drain). 50 Providing and laying 125 micron thick plastic sheet on granular sub base (GSB) layer befor laying to cement concrete with 15 cm. over laping sheet joint as per direction & approved by E/I. 51 Providing and laying cement concrete thick 150mm on prepaired sub grade and black plastic sheet cement concrete grade M-30 marking RMC plant ratio by Mix design after its rectification & brining it to proper chamber and longitudinal including supply of RMC grade M-30 labour T & P etc. required for proper completion of work finished to required template shutting in side of road MS chanal as per required size and making every 3.0 to 4.0 per m. distance expens joints as per direction of Engineer-in-charge.DSR-5.33.1.2
