tender for Development Work 6 Percent Abadi Plots In Village- Pali (Pocket-C And D), (Balance Work) Greater Noida, 1 Part-A- Road Work 2 Cleaning Jungles including uprooting of trunk vegetation grass,bushes,wood treess and sapling of girth upto 30cm measured at a height of 1 metre above ground level and removal of rubbish upto a distance of 50 metres out side the periphery of area cleared. 3 construction of embankment with approved material obtained from borrow pits with all lifts and leads transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300-2 4 extra for compaction 5 Supplying and stacking at site 6 90mm To 45 mm size stone aggregate 7 63mm To 45 mm size stone aggregate 8 53mm To 22.4 mm size stone aggregate 9 Supplying and stacking at site Moorum 10 Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonned in stages to proper grade and camber, applyingand brooming requisite type of scrapping/binding material to fill up interstices of coarse aggregate watering and compacting to the required density. DSR-18/A.R./16.4 11 Brick edging in full brick width and half brick depth includingexcavation . Refilling and disposal of surplus earth lead up to 50 meters. 12 With F.P.S. bricks of class designation 150 13 Providing and applying tack coat on the prepared surface, heating bitumen in boiler and spraying the bitumen of 80/100 with spray set fitted on bitumen boiler including cleaning, preparing the existing road surface as per specification(MORTH-502/AR/GNIDA) 14 Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder CRMB -55 @ 5per centof mix and filler, transporting the hot mix to work site, laying with hydrostatics 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 508 complete in all respects.(MORTH/508)(A.R./GNIDA) 15 PART B - SEWERAGE SYSTEM 16 Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches. (UPPWD/SOR-2020/251(a)) 17 Supply of ISI marked R.C.C. NP-3 pipes of following sizes including carting,loading,unloading,at godown,including all taxes and levies & rubber rings.250mm dia NP-3 PIPE 18 Laying NP-3 R.C.C. S&S pipes jointed with stiff mixture cement mortar in proportion of 1:2 (1cement: 2 fine sand) including testing of joints etc.250mm dia NP-3 PIPE 19 Supply of ISI marked R.C.C. NP-2 pipes of following sizes including carting,loading,unloading,at godown,including all taxes and levies & rubber rings.250mm dia NP-2 PIPE 20 Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 2 pipe of following diameter including centring shuttering but excluding excavation as per approved250mm dia NP-2 PIPE 21 Laying NP-2 R.C.C. S&S pipes jointed with stiff mixture cement mortar in proportion of 1:2 (1cement: 2 fine sand) including testing of joints etc.250mm dia NP-2 PIPE 22 Supply of ISI marked R.C.C. NP-2 pipes of following sizes including carting,loading,unloading,at godown,including all taxes and levies & rubber rings.150mm dia NP-2 PIPE 23 Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 2 pipe of following diameter including centring shuttering but excluding excavation as per approved250mm dia NP-2 PIPE 24 Laying NP-2 R.C.C. S&S pipes jointed with stiff mixture cement mortar in proportion of 1:2 (1cement: 2 fine sand) including testing of joints etc.150mm dia NP-2 PIPE 25 Constructing brick masonary circular type manhole 0.91m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1:4 (1 cement : 4 coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 26 0.91m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182 Kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete. SOR 27 Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 1.68 m to 2.29 m:With common burnt clay F.P.S. (non modular) bricks of class designation 150 28 Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.l. surface box 350x350 mm. top and 165 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine 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 design:With F.P.S. bricks 29 P/L S.W. intercepting trap in manholes with stiff mixture of cement mortar 1 : 1. (1 cement : 1 fine sand).150 mm dia 30 Brick work with bricks of Class designation 150 in foundation and plinth in. 31 Cement mortar 1:6 ( 1cement : 6 Coarse sand) 32 12 mm cement plaster of mix 33 1:6 (1 cement: 6 coarse sand)DSR-18/Item Code: 13.4.2/A.R 34 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.DSR-18/AR 35 PART- C : DRAIN WORK 36 Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches. (UPPWD/SOR-2020/251(a)) 37 Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/281) 38 Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & manual placing . 39 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (Sail Steel) 40 Cold twisted barsDSR-18/5.22A.3 41 Brick work with bricks of Class designation 150 in foundation and plinth in. 42 Cement mortar 1:6 ( 1cement : 6 Coarse sand) 43 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 44 1:2:4 ( 1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size) 45 12 mm cement plaster of mix 46 1:6 (1 cement: 6 coarse sand)DSR-18/Item Code: 13.4.2 47 PART- D : WATER SUPPLY 48 Providing and fixing uPVC Pipe (6.0 Kg. per Sqcm pressure) Kisan/Supreme Quality or Equivalent) including all uPVC fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 49 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 50 15 mm dia nominal bore (DSR-18/18.12.1) AR 51 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 52 15 mm dia nominal bore (DSR-18/18.46.1)AR 53 Providing and fixing brass ferul with C.I. mouth Coverincluding boring and taping the main 54 15 mm dia nominal bore (DSR-18/18.20.1)AR 55 Labour cess will be paid extra as per applicable 56 GST will be paid extra as per applicable
