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Tender for Development Of New Plan Pocket 2A Of Shakumbhari Vihar Yojna-8, Saharanpur.-- 1 9 & 12 M Road :- Dag belling 15 cm (6") deep in one line aligned with flage and jhandies as directed by Engineer-in-charge. as per SOR-2022 S.I. No. 760 2 Granular Sub-Base with Close Graded Material (Table:- 400-1)(GSB) :- Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layerswith motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause Table 401-1. 3 Wet Mix Macadam (G.B.)/W.M.M :- Providing and laying , spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing 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 course on well prepared surface and compacting with vibratory roller to achieve the desired density. Complete as per MORTH specification clause 406 4 Earth work in embankment mechanically compected to achieve 95% preoctors denesity including arrangement of water, settlement and all T&P charges including roller and its fuel charges .(DSR 2023 Item No 16.2) 5 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 Cm layers including remming and dressing the surface to required levels and slopes and also including 1.5 M lift and 5000 M lead.The earth from cutting to be used in making embankment or to be deposited as spoil bank Analysed as per DSR 2.6 6 Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. 7 Providing and laying 40 mm thickbituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction 8 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.2 kg per sqm on the prepared granular surface treated with primer, cleaned with mechanical broom. 9 Providing and laying 25 mm thick semi dense graded bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5.0percentof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects 10 Supply and laying of 80 mm thick I shaped interlocking tiles rubber moulded precast cement concerete having plan dimension [200x(160+120)] mm .The compressive strength of concrete paver block shall not be less than 40 Mpa grade as per approved design & pattern with base of 50 mm thick local sand including supply all materials, labour, T&P etc. required for proper completion of work. 11 Drain Work :- Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kind of Soil (D.S.R. 2.8.1) 12 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (D.S.R. 4.1.10) 13 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)(D.S.R 6.1.2,2023) 14 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 coarse sand): Flush/Ruled/Struck or weathered pointing. (D.S.R. 13.31.1) 15 Culvert :- Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources.) (D.S.R. 5.3) 16 Centering and shuttering including strutting propping etc.and removal of form from for suspended floor,roof,landing,balconies and access platform.(DSR 5.9.3) 17 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo- Mechanically Treated bars of grade Fe-500D or more.(D.S.R 5.22.6) 18 Water Supply Work :- Excavation For pipe line in ordinary soil (Loam, clay or sand) including lift upto 1.50 M & lead up to 30m including filling , backwatering & rammig of excavated earth into the trenches & removal & disposal of surplus earth as direction by E/1 up to distance of 30mfrom the foundation trenches. 19 Supply,carting andlaying of following size ISI marked 6 Kg/Cm2 PVC pipe including all quality specials coupplings fitting to site of work. lowering the same into trenches and laying & jointing true to alignment and gradient including testing of pipe line i/c the cost of cutting pipes for making of length and making joints besides trenching but excluding the cost of trenching (SOR Aligarh 2022 Ch -23 Item No 32 ) 150mm PVC Pipe 20 100 mm dia PVC Pipe 21 Supply of ISI markPVC specials for different type of pipes and fixtures such as tee,bend.sockets, tail piece ,tapers ,Flanges etc. 22 Supply and fixing of following size ISI mark CI D/F or plain ended sluice valve/ scover valves class-II confirming to I.S 14846/2000 with cap including cartage, loading and unloading lowering them in already prepared trenches and fixing in position i/c supply of jointing material such as nutbolts , rubber insertion etc complete . 100 mm dia ( DSR 18.31.1) 23 150 mm dia ( DSR 18.31.3) 24 Supply and fixing of 80 mm size ISI mark CI D/F fire hydrants confirming to I.S 14846/2000 with cap including cartage, loading and unloading lowering them in already prepared trenches and fixing in position i/c supply of jointing material such as nutbolts , rubber insertion etc complete . For 80 mm dia fire hydrant 25 Supply and fixing of 100 mm size doble acting ISI mark CI D/F Air valves confirming to I.S 14846/2000 with cap including cartage, loading and unloading lowering them in already prepared trenches and fixing in position i/c supply of jointing material such as nutbolts , rubber insertion etc complete .(DSR 18.59.3) 100mm dia size Air valve 26 Providing all material & construction of Scour valve/ sluice valve/Fire Hydrant and air valve chamber size 90x90x100 cm inside .in brick wortk with common burnt clay F.P.S.(non modular) bricks of class designation 15in 1:4 (1 cement :4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter,160 mm bottom daimeter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix(1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size),including necessary excavation,foundation concrete 1:5:10 (1 cement:5 coarse sand :10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand ) 12 mm thick, finished with a floating coat of neat cement complete as per standard designe.(DSR 18.34.1) 27 Providing and laying of C.I specialssuch as tee,bend.sockets, tail piece ,tappers ,Flanges etc.C.I 'D' joints etc upto 300 mm dia ( as per I.S 1538) DSR 2023 S.I.No 18.26.1 28 Water Connection :- Supply and laying of 20 mm dia CPVC pipe of Prince,Kissan, Supreme and other approved make in road crossing having thermal stability for hot & cold water supply all CPVC plain & brass threaded fitting. This includes jointing of pipes & fitting with one step CPVC solvent cement, trenching , reffilling & testing of joints complete as per direction of E/I (S.I No 18.9.2 SOR Aligarh 2022 ) 29 Supply and fixing of 20 mm dia CPVC end cap ncluding supply of all material , labour and T& P etc required for proper completion of the work.(Analysis) 30 Making connection in 50 to 300 mm dia A.C/H.D.P.E /PVC exiting mains with 10 or 15 mm size brass ferrule 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.(Analysis) 100 mm dia PVC Pipe 31 150 mm dia PVC Pipe 32 250 mm diaPipe 33 Internal Sewer Work :- 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.AIR Based on SOR 2016 0.00 - 1.50 M BGL 34 1.50-3.00 M BGL 35 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) 0.00 - 3.00 M BGL 36 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) 250 mm Dia NP2 Class Pipe 0.00 - 1.50 M BGL 37 1.50 - 1.60 M BGL 38 250 mm Dia NP3 Class Pipe 1.60 - 3.00 M BGL 39 Provide all material and construct rectanglular slab type manhole of size 0.90X1.20X 2.50 m as per drawing & design. 40 Regulation of shaft in the cost for rectangular slab type manhole of size 0.90X1.20X 2.50 m as per drawing & design. 41 Making Sewer Connection :- Excavation for laying sewer,man hole,gully pits,sewer connecting chamber etc in ordinary soil(loam,clay or sand) i/c cutting of joints pits,levelling dressing the surface and refilling of trenches in 20 cm layers, watering,ramming the same and including disposal of surplus earth within a distance 50 m.(SI No 3001 UP Jal nigam-2017) 0.00 M to 1.50 M BGL 42 Supply laying and jointing 150 mm dia RCC NP2 class S&S pipes ISI Mark.Carting and lowering the same in trenches placing in position true to alignement and gradient makes in the joint with rubber ring filling the joint with necessary spun yarn soaked in bitumen and 1:2 cement and coarse sand mortar including excavation of earth work below invert of sewer for jointing material etc.But excluding excavation and refilling trenches from ground level to invert level of the pipe complete.(As per S.I. no 3069 UP Jal nigam) 43 Construction of Sewer connecting chamber inner size 0.45x0.45x0.60 M with brick work in 1:5 cement and coarse sand mortar including necessary excavation,foundation base concrete in 1:5:10 cement,coarse sand and 40 mm graded stone ballast and 12 mm thick inside plaster with 1:3 cement and coarse sand mortar finished with 3 mm thick floating coat of neat cement,RCC cover in 1:1.5:3 cement coarse sand and 20 mm graded stone grit i/c 2.5 cm thick flooring in 1:2:4 cement,coarse sand of 2.20-3.60 F.M. &20 mm graded stone grits and M.S. iron work 8 mm dia 9 Nos both side complete. 44 Boundary wall :- Excavation in foundation in ordinary soil (Loam, clay or sand) i/c lift upto 1.50M. and lead upto 30M. and including filling, watering and ramming of excavated earth into the trenchesintothe spacebetween the buildingandthe sidesof foundation trenches or into the plinth and removal and disposal of surplus earth as per direction by E/I upto a distance 30 m from the foundation trenches. (Where machine can not reache/move). (DSR 2.8.1) 45 Cement Concrete with 4 cm Gauge approved Stone ballast,coarse sand (FM 2.20-3.60) & cement in proportion of 8 : 4 : 1 in foundation and under floor including supply of all materials, labour andT & P etc. Required for proper completion of thework. (DSR 4.1.8) 46 M - 150 class brickworkincement and coarse sand (FM 1.75-2.20)mortar inproportion1:6 in foundation and plinth including supply of all material labour and T&P etc. required for proper completion of work. (DSR 6.1.2) 47 40 cm. th. D. P. C. with cement concrete consisting of 1 part cement, 1.5 part approved coarse sand and 3 parts approved 10mm. Graded stone grit and including water proofing material as oredered by the Engineer incharge in the proportion as specified by the manufacturer. (DSR 4.10) 48 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.(DSR 6.4.2) 49 Cement Concrete with 2 cm guage approved stone grit, coarse sand(F.M. 2.20-3.60) & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (DSR 4.1.3) 50 M - 150 Brickworkin 1:4 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 half brick thick including supply of all materials, labour and T&P etc. required for proper completion of work. (DSR 6.4.1) 51 12 mm thick plaster with cement and coarse sand of 1.75 to 2.20 fineness modules in 1:6 over brick work minimum thickness not to be less than 1cm. Including supply of all maerials, labour, T&P etc. required for proper completion of the work. (DSR 13.3.2) 52 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. (DSR 5.30) 53 Providing and Fixing 60mm thick M-30 Grade precast cement concrete jali reinforced with 8 MM dia M.S. Bars as attached drawing, including centering and shuttering, roughening clening, fixing and finishing in cement mortar 1:3 (1 cement : 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. (MR) 54 Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including asupply of all materials, labour, Tools & plants etc. required for proper completion of the work. (DSR 13.44.1) 55 For Gate :- Excavation in foundation in ordinary soil (Loam, clay or sand) i/c filling, watering and ramming of excavated earth into the trenchesintothe spacebetween the buildingandthe sidesof foundation disposal of surplus earth as per direction by E/I upto a distance 30 m from the foundation trenches. 56 Cement Concrete with 4 cm Gauge approved Stone ballast,coarse sand (FM 2.20-3.60) & cement in proportion of 8 : 4 : 1 in foundation including supply of all materials, labour andT & P etc. Required for proper completion of thework. 57 R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5:3 in R.C.C. Raft Foundation & Footings excluding supply of reinforcement and 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 of all materials, labour, T&P etc. required for proper completion of the work including cost of binding wire. 58 R.C.C work with cement approved coarse sand (F.M. 2.20 TO 3.60) and 2cm [3/4"] gauge approved stone grit in the proportion 1:1.5:3 in RCC Column excluding supply of reinforcement and its binding the but including its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc, and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works including cost of binding wire. 59 R.C.C work with cement approved coarse sand (F.M. 2.20 to 3.60) and 2cm gauge approved stone grit in the proportion 1:1.5:3 in RCC Slab excluding supply of reinforcement and its binding the 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 of all materials, labour and tools and plants etc, required for proper completion of the works including cost of binding wire. 60 M.S./SAIL TMT or Iron work in plain work such as R.C.C. or R.B. work. including bending for proper shape as necessaryincluding bending for proper complition of the work and including supply of steel its wastage bend hooks and authorized over lapping shallbe measured and including cost of binding wire. 61 M - 150 class brickworkincement and coarse sand (FM 1.75-2.20)mortar inproportion1:6 in foundation and plinth including supply of all material labour and T&P etc. required for proper completion of work. 62 Cement Concrete with 2 cm guage approved stone grit, coarse sand(F.M. 2.20-3.60) & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 63 12 mm thick plaster with cement and coarse sand of 1.25 fineness modules in 1:6 over brick work minimum thickness not to be less than 1cm. Including supply of all maerials, labour, T&P etc. required for proper completion of the work. 64 MS or Iron work in heavy size and section such as trusses, bilt up gates, record racks, roof work, Gates etc. including rivetting or welding where necessary and their fixing required for proper completion of the work. 65 Fixing of Main Gate in Position (labour Rate Only) 66 Painting or varnishingwork in small areas or new wood /steel work with one coat ( upto one squire meter of ready mixed priming paint and two coat of approved superior quality of ready mixed paint or varnish including suply of all materials, labour,T&P etc. required for propercompletion of work . [Paint to be used should be confirm the ISI no. 103 -1950.] 67 Centering and shuttering including strutting propping etc and removal of form for foundation,footing, based of columns, etc. 68 Centering and shuttering including strutting propping etc and removal of form for colums,pillers, piers,abutment,post and strutstec. 69 For Footpath :- Cement Concrete with 4 cm Gauge approved Stone ballast,coarse sand (FM 2.20-3.60) & cement in proportion of 8 : 4 : 1 in foundation including supply of all materials, labour andT & P etc. Required for proper completion of thework. 70 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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 course on well prepared surface and compacting with vibratory roller to achieve the desired density. 71 M - 150 class brickworkincement and coarse sand (FM 1.75-2.20)mortar inproportion1:6 in foundation and plinth including supply of all material labour and T&P etc. required for proper completion of work. 72 Cement Concrete with 2 cm guage approved stone grit, coarse sand(F.M. 2.20-3.60) & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 73 12 mm thick plaster with cement and coarse sand of 1.25 fineness modules in 1:6 over brick work minimum thickness not to be less than 1cm. Including supply of all maerials, labour, T&P etc. required for proper completion of the work. 74 Supply and laying of 60 mm thick I shaped mechanically compressed interlocking cement concrete paver blocks manufactured by high pressureand control vibration machine having plan dimension [200x(160+120)] mm .The compressive strength of concrete paver block shall not be less than 35 Mpa Grade as per approved design & pattern with base of 50 mm thick local sand including supply all materials, labour, T&P etc. required for proper completion of work. 75 For RCC Benches :- Providing M-30 Graded RCC Banches 3 Seater of 1.50 M Long 45 CM leg back height as per approved drawing & design in fixing with C.C. in 1:2:4 cement, approved coarse sand & 20 mm stone grit and also i/c supply of all material, labour and tools and plants etc. required for proper completion of the works as per direction of Engineer-in-charge 76 Earth Filling in Park :- Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankment to be in 20cm. Layers i/c remming and dressing the surface to required levels and slopes and also i/c 1.50 M. lift and 30 M. Lead. The earth from cutting to be used in kaking embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge excluding Royality and i/c cartage upto 5.00 Km.
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