Tender For Development Work For 6 Percent Abadi Plots In Village- Jaitpur Vaishpur (Balance Work) Greater Noida, 1 PART-A Road work 2 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 300-2MORTH- 305 3 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. 4 Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.SOR (ITEM NO 281) PWD SPECIFICATION NO-5.4.3 5 Providing and laying 80 mm (grey coloured) interlocking concrete paver with 10 % coloured paver as end when required as per size and shape required of M -30 grade pavement compressed in hydraulic press or vibro static machine on a prepared bed over a layers of sand 40 mm thick and vibro compacted with dry sand grouting and edges closed with cement powder sand finish. ( Coloured shall be decided by Engineer -in - charge) 6 PART B :- Drain work 7 Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming ofexcavated earth into the 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 the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work onlySOR -2020/251(a) 8 Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SOR (ITEM NO 281) PWD SPECIFICATION NO-5.4.3 9 Brick work with bricks of Class designation 150 in foundation and plinth in. 10 Cement mortar 1:6 ( 1cement : 6 Coarse sand)PWD SPECIFICATION NO 6.1.1 11 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 12 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal sizeDSR-18/Item 13 12 mm cement plaster of mix 14 1:6 (1 cement: 6 coarse sand)DSR-18/Item Code: 13.4.2/A.R 15 Providing and fixing in cement mortar 1:6 (1 cement : 6 coarse sand ) red sand stone 30mm thick over drain.AR/GNIDA 16 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20, Item No. 15.11/P-656) 17 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (Sail Steel) 18 Thermo- Mechanically Treated barsDAR/5.22.6 Based on UPPWD/SOR-2020 19 PART-C Sewer Work 20 Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming ofexcavated earth into the 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 the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work onlySOR -2020/251(a) 21 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 22 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 PIPEDSR-18 Item Code: 19.6.3 23 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 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 Providing and laying in position 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 centering shuttering but excluding excavation.(A.R.GNIDA)250mm dia NP-2 PIPE 26 Providing and laying in position 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 centering shuttering but excluding excavation.(A.R.GNIDA)150mm dia NP-2 PIPE 27 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter con conforming 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 centering, shuttering all the external surface shall be paid for separately) :complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 10 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 28 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 29 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c 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 : 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 common burnt clay F.P.S.(non modular) bricks of class designation 100 30 P/L S.W. intercepting trap in manholes with stiff mixture of cement mortar 1 : 1. (1 cement : 1 fine sand).150 mm diaDSR-2018/19.34.2/AR 31 Brick work with bricks of Class designation 150 in foundation and plinth in.Cement mortar 1:6 ( 1cement : 6 Coarse sand) 32 12 mm cement plaster of mix1:6 (1 cement: 6 coarse sand)DSR-18/Item Code: 13.4.2/A.R 33 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 34 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal sizeDSR-18/Item Code: 4.1.3 35 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. 36 PART-D WATER SUPPLY WORK 37 Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming ofexcavated earth into the 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 the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work onlySOR -2020/251(a) 38 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 work90MM DIA, SOR/AR 39 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work15 mm dia nominal boreDSR-18/18.12.1/ AR 40 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :15 mm dia nominal bore DSR-18/18.46.1/AR 41 Providing and fixing brass ferul with C.I. mouth Coverincluding boring and taping the main15 mm dia nominal boreDSR-18/18.20.1/AR 42 Labour cess will be paid extra as per applicable 43 GST will be paid extra as per applicable
