Tender For Internal Development Works Internal Road Drains And Culverts Sewer Water Line And Parks Etc In Campus Of Pmay Yojna At Civil Lines Gonda, 1 Excavation for the following depth below ground level for laying Sewers, Manholes, Gully pits, Chambers etc. in ordinary soil (Earth Sand, Loam, clay) including cutting of joints, pits trimming, dressing, leveling, refilling or trenches in 20cm layers, watering and ramming the same and including disposal of surplus earth and other dismantled material upto a distance of 50m from centre of trenches. 2 0.00- 1.50M BGL 3 1.50 - 3.00M BGL 4 Providing and fixing Open timbering in trenches for them following depth as per given including removal afer laying of sewer (Both sides of trenches will be taken as one side for the purpose of payment and measurements i.e. area (equals to length x depth of trenches) Dismantied timbering materials will be the property of the contractor. 1(AR) 5 Supply & Carting of the following size of the R.C.C. Hume Pipe NP2, NP3 class and specials from store to the site of work lowering the same into trenches is the following depth below G.L. true to alignment, chaulking the same with necessary rubberring and jointing with 1:2 Cement mortar in coarse sand and cement of FM 2.20 to 3.6 including excavation of earth below invert level of pipe cost of all jointing material, costing etc. complete but including excavation and refilling the trenches from G.L. to the invert level of pipe as per statement. (A.R) 6 150 mm Dia NP2 Class Pipe 7 250 mm Dia NP3 Class Pipe 8 Provide all material and construct rectanglular Manholeof size 0.90X1.20 X 2.50 m as per drawing & design. 9 Regulation of shaft of rectangular rectanglular Manholeof size 0.90X1.20 X1.00 m as per drawing & design. 10 Provide all material and construct rectanglular Chamberof size 0.60X0.60 X 2.25 m as per drawing & design. 11 Regulation of shaft of rectangular rectanglular Chamberof size 0.60 X0.60 X1.00 m as per drawing & design. 12 Construction of Septic Tankas per attached drawing & design. 13 For 250 Users ( Size:- 8.25 x 2.75 x 1.80M ) + 0.90 M Extra Depth 14 For 500 Users ( Size:- 11.40 x 3.80 x 1.80 M ) + 0.90 M Extra Depth 15 Construction of Soak pit 2.50 m dia2.50 M deepas per attached drawing & design. 16 Excavation in foundation in all type of soil (loam, elay or sand) with lift upto 1.50 m and lead upto 50 m and including filling back, watering and ramming of excavated earth into the trenches and removal, disposal of surplus earth within 50 m. (Analysed) 17 Supply, carting and laying of following dia pipe 6.00 Kg/Cm2 PVC pipe up tp 8 KM for within the muncipal limit and including all quality specials coupplings fitiings to site of work lowering the same into treanchs and laying true to alignment & gradient, including testing of pipe line ( Excluding the cost of trenching but including cutting pipe for making up the length and making joints. (Analysed) 18 125 mm dia PVC Pipe 19 100 mm dia PVC Pipe 20 Supply, Carting and Laying of 200 mm dia ISI marked Ductile Iron pipes class K-9 confirming to I.S. code 8329/2000 suitable for push on rubber gasket jointing with inside cement mortar lining including lowering them into trenches and laying & jointing true to alignment and gradient including Testing of pipe line i/cthe cost of cutting pipes for making of length and making joints besides trenching and ex/c the cost of Excavation. 21 Supply of I.S.I. mark C.I. and PVC specials for different type of pipes and Fixtures such as tee bend, Sockets, Tail piece, Tapers, Flanges etc. 10% of Rs. 339030.00 22 Supply and fixing of following size ISI mark D/F or plain ended sluice valves/Scover valves Class-II confirming to I.S. 14846/2000 with cap including cartage, loading and unloadinglowering them in already prepared trenches and flxing in position i/c supply of jointing material such as nutbolts, rubber insertion etc complete.and i/c all taxes etc complete. (Analysed) 23 For 100 mm dia 24 For 125 mm dia 25 For 200 mm dia 26 Supply and fixing of 80MM size ISI mark D/F fire hydrants confirming to I.S. 14846/2000 with cap including cartage, loading and unloadinglowering them in already prepared trenches and flxing in position i/c supply of jointing material such as nutbolts, rubber insertion etc complete.and i/c all taxes etc complete. (Analysed) 27 Supply and fixing of following size double action ISI mark D/F Air valves confirming to I.S. 14846/2000 with cap including cartage, loading and unloadinglowering them in already prepared trenches and flxing in position i/c supply of jointing material such as nutbolts, rubber insertion etc complete.and i/c all taxes etc complete.(Analysed) 28 For 200 mm size Air Valve 29 For 100 mm size Air Valve 30 Providing all materials and construction of sluice value or scover values, fire Hydrant and air valve chamber as per attached drawing & design of U.P. Jal Nigam complete with excovation and removal of surplus earth to a distance 30 M. Laying 10 cm thick cement concrate 1:5:10 with one part of cement,Five part coarse sand of F.M. 2.2 to 3.6 and ten part of 40 mm graded stone ballast in foundation /floors base of the chamber and brick masonary in 1:5 cement and coarse sand of F.M. 1.50 to 2.20 Mortar and plaster in 1:3 cement and coarse sand of F.M/ 1.50 to 2.20 mortar, floor with 1:2:4 cement concrete, R.C.C cover in the proportion 1:1.5:3 cement, coarse sand of F.M. 2.20 to 3.60 and 20 mm graded stone grit with 35x35x5mm M/S. angle frame duly welded with 6 mm dia bars @ 10 cm i/c both ways which will be fixed or hinged with 3 Nos hinges (if reguired ) in 40x40x5 mmangle iron frame with 4 Nos hold fast of 35x5 mm M.S. flat of 10cm long and grouted with 10 cm thick R.C.C. of 1:1.5:3 over top of the chamber i/c cost of steel and fixng in position etc and also i/c supply of all material, labour, T&P etc complete in all respect as per direction of Engineer incharge. size of chamber will be as per drawing or as per direction A.E. incharge. (Analysed) 31 chamber size 0.90x0.90m (inner size) 32 chamber size 1.20x1.20 m (inner size) 33 Supply and laying of 25mm dia CPVC pipe of prince, kissan, Supreme and other opproved make in road crossing having thermal stability for hot & cold water supply all CPVC plain & brass threaded fitting. This includes joints of pipes & fitting i/c supply of all material, labour and T&P ete required for proper completion of the work.[D.A.R. Itam No. 18.9.2] 34 Making connection in 100 to 200 mm dia P.V.C. Existing mains excluding cost of excavation but i/c cost of cutting and threding the pipe etc and i/c supply of all material, labour and T&P etc required for proper completion of the work. 35 100 mm dia PVC pipe 36 125 mm dia PVC pipe 37 Providing and laying cement concrete 1:6:12 in cement: coarse.sand (FM 2.2 to 3.6): Brick aggtegate 40 mm nominal size) including supply of all materials, labour and T & P etc. reuired for proper completion of the work and curing complete, also including cost of formwork in foundation etc. complete as per direction of E/I.. ( in Drain ) 38 Concrete with 40mm Gauge Stone ballast coarse sand of 2.20 - 3.60 F.M and cement in proportion of 12 : 6 : 1 in foundation and under floors including supply of all material, labour andT & P etc. Required for proper completion of thework. (SI No273+ 281-275) 39 M-150 Brick work in 1:6 one cement & six coarse sand 2.20 FM mortar in foundation and plinth including supply of all material labour T&P etc. required for proper completion of the work. (SI No 303 + (305A-305) 40 Flush Pointing with cement mortar consisting of 1:2cement and coarse sand of 1.50- 1.75 F.M including supply of all material labour T&P etc. required for proper completion of the work.(SI No 575) 41 Struck Pointing with cement mortar consisting of one 1:2cement and Fine sand of 1.50-1.75 FM including supply of all material abour T&P etc. required for proper completion of the work. 42 RCC work with cement approved coarse sand and 2cm. guageapproved stone grit in the proportion of 1:1.5:3 in slab excluding supply of reinforcementand its bending but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply and mixing of water proofing compound approed quality ISI marked as per direction of E/I and also including supply of all materials labour, Tools and Plants. etc. required for proper completion of the work. 43 Mild steel or iron work in plain work such as reinforcement brick work (When not included in an over all rates) wrought to requried shape as necessary including supply of steel and its wastage and including rolling margin bend hooks. (SI No 504) 44 M - 150 class brickworkincement and coarse sand (FM 1.75-2.20)mortar inproportion1:4 in foundation and plinth including supply of all material labour and T&P etc. required for proper completion of work. in Toe wall 45 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III):4 graded stone aggregate 20 mm nominal size) including supply of all material labbour and T&P etc required for proper Completion of the work. 46 M - 150 Brickworkin 1:6 cement and coarse sand (FM 1.75-2.20) in super structure including necessary cutting & moulding of brick as required thickness of wall not to be less than 1 brick thick including supply of all materials, labour and T&P etc. required for proper completion of work. 47 12 mm thick plaster in 1:6 cement and coarst sand of F.M. 1.50-1.75 Mortar i/c supply of all Material labour and T & P etc. Required for proper completion of the work. 48 Engraving lines in plaster of outer face wall vertically and horizontally to display the surface as stone facing as directed by the Engineer in charge including supply of all materials, labour, T & P etc. required for proper comletion of the work. 49 Mild steel or iron workin heavy sizes such as truses, built up gates, record racks, roof work, gates etc including rivetting or welding where necessary positing. and sections such as holding down bolts, hold fast tie rods, gratings etc, wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required for completion of work. 50 Fixing of M. S. grill in proper alignment and position as required for completion of work.etc. complete as per direction of E/I. 51 Painting or varnishingwork in small areas or new wood /steel work with one coat of readymixed priming paint and two coat of approved superior quality of Synthetic Enamelpaint including supply of all materials , labour & tools and plantsetc. required for propercompletion of work . 52 Finishing walls with water proof cement paintof approved make applying one coat cement primer and qualityon new work with two coat to give an even shade including supply of all Material, Labour, T & P ok required for proper completion of the work. 53 Dag belling 15 cm. (6) deep in two aligned, with flag and jhandis as directed by Engineer in Charge. (SI No.760) 54 Preparation and consolidation of sub - grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub-grade and disposal of surplus earth lead up to 50 mtrs. DSR 16.1 55 Providing, Laying of granular sub base by providing coarse graded materials, spreading in uniform layers with labbour on prepared surface , mixing by mix in place method ith vibratory at OMC and compacting with vibratory roller 8-10 tonne capacity to achieve the desired density, complete as per clause MORT & H - 401 (with coarse graded materials and grading - 1 as par table 400-2 of MORTH &H Specification -401) 56 Providing, Laying ,spreading & compacting graded stone aggregate to wet mix-macadam specification including pre-mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller 8-10 tonne capacity to achieve the desire density. (MORTH &H Specification -406) 57 Supply and Laying for separation membrane of impermeable plastic sheeting 125 micron thick. (DSR 2021 0323) 58 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm graded size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-incharge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).DSR - 16.43.1 59 Providing and laying in position bitumen hot sealing compound for expansion joints etc. 10mm Width & 50mm Deep. 60 Supply and fixing of 80mm thick Precast cement concerete and Fly Ash Zig Zag-Shape rubber moulded Interlocking paver blocks ISI mark confirming to IS 15658-2006 with top layer of minimum 5 mm thickness of O.P.Cement smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism.The compressive strength of concrete paver block shall not be less than 40 Mpa and weigt 4.5 kg per including cost of material, with a blanket layer of 5.00 cm. thick local sand including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge. 61 Supply and fixing of 60 mm thick Precast cement concerete and Fly Ash Zig Zag-Shape rubber moulded Interlocking paver blocks ISI mark confirming to IS 15658-2006 with top layer of minimum 5 mm thickness of O.P.Cement smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 35 Mpa and weigt 3.35 kg per including cost of material, with a blanket layer of 5.00cm. thick Local sand including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge.
