Tender For Development Of Plot No-B1 To B10 In Apparel Park Industrial Sector-29 Yeida Wc-04 - Part-A:- Road work Cleaning jungle including uprooting of rank vegetation grass brush wood ,trees & saplings of grith up to 30 cm measured at a height of 1m above G.L and removal of rubbish up to a distance of 50m out side the periphery of the area cleared(UPPWD SOR-2020/259/1 2 Supply & Laying of Good earth in layer not exceeding 20cm in depth breaking clods watering rolling each layers with 1/2 tonne roller or woodeen or steel rammer and rolling 3rd & Toplayer with power roller of minimum 8tonnes and dressing upto embankment for roads flood bank marginal banks and guide banks aor filling up groubd depression as per MORTH (AR/YEIDA) Good earth.ALL LEADS AR YEIDA 301 SOR 2020 3 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (DAR-/16.2/based on uppwd / SOR-2020) 4 Supplying and stacking at site. 90 mm to 45 mm size stone aggregate (DAR-2018/16.3.1/based on uppwd / SOR-2020) 5 Supplying and stacking at site.63 mm to 45 mm size stone aggregate (DAR-2018/16.3.2/based on uppwd / SOR-2020) 6 Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate (DAR-2018/16.3.3/based on uppwd / SOR-2020) 7 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. (DAR-2018/16.4/based on uppwd / SOR-2020 )) 8 Supplying and stacking of Moorum at site. (DSR-2018/16.3.10/based on uppwd / SOR-2020 ) 9 Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. Withbricks of class designation-150 (DAR-2018/16.7.1/based on uppwd / SOR-2020 ) 10 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 0.70 kg/sqm slow setting emulsion using mechanical means.MORTH 502 based on UPPWD SOR 2020 11 Providing and applying tack coatwith bitumen VG-10 usingbitumen pressure distributor on the prepared bituminous surface cleaned with mechanical broom (Morth 503(ii)/AR/YEIDA/based on uppwd / SOR-2020 ) On granular base such as WBM and WMM surface with 2.50Kg of bitumen for 10Sqm AR YEIDA MORTH SOR 2020 503 12 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b)aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. (Morth/512/A.R/YEIDA/Based on UPPWD/SOR 2020) 20mm compacted thickness with bitumen penetration of VG-30 13 Providing and carting of following dia rcc hume pipe s&s NP-3 class &specials in site of work lowering the same into trenches in depth up to alignment jointing with 1;2 cement morter in coarse sand including excavation of earth below invert level of pipe.(AR/YEIDA/Based on UPPWD/SOR-2020)250mm dia NP-3 pipe 14 Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. 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), including 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 bricks of class designation-150 (DSR-2018/18.36.1/P-331-339) 15 Supplying and stacking at site. 90 mm to 45 mm size stone aggregate (DAR-2018/16.3.1/based on uppwd / SOR-2020) For Royalty 16 Supplying and stacking at site.63 mm to 45 mm size stone aggregate (DAR-2018/16.3.2/based on uppwd / SOR-2020) For Royalty 17 Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate (DAR-2018/16.3.3/based on uppwd / SOR-2020) For Royalty 18 Supplying and stacking of Moorum at site. (DSR-2018/16.3.10/based on uppwd /SOR-2020 ) For Royalty 19 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b)aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. (Morth/512/A.R/YEIDA/Based on UPPWD/SOR 2020) 20mm compacted thickness with bitumen penetration of VG-30 For Royalty 20 Part-B:- Sewerage Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./YEIDA) Depth from 0.0 to 1.5 M below G.L. 21 Supply and laying of ISI marked R.C.C. NP-2 pipes of following sizes including carting, loading, unloading, at godown, including all taxes and levies & rubeer rings.of following dia 250mm dia NP-2 pipe Based on UPPWD/SOR-2020) 22 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 approved. 250 mm dia Based on UPPWD/SOR-2020) 23 Supply and laying of ISI marked R.C.C. NP-3 pipes of following sizes including carting, loading, unloading, at godown, including all taxes and levies & rubeer rings.of following dia 250mm dia NP-3 pipe Based on UPPWD/SOR-2020) 24 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- 3 pipe of following diameter including centring shuttering but excluding excavation as per approved. 250 mm dia Based on UPPWD/SOR-2020) 25 Constructing brick masonary circular type manhole 0.91 m 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. 0.91 m 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. with bricks of class designation 150(DAR/19.9.1.1/Based on UPPWD/SOR-2020) 26 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67mWithburnt claybricks of class designation 150 DAR/19.10.1 Based on UPPWD/SOR-2020 27 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. (DAR/19.13.1 Based on UPPWD/SOR-2020) 28 Cement concrete with 4cm gauge approved stone ballast, Coarse sand & Cement in the proportion ofin 4:2:1 (4 graded stone aggregate 20 mm nominal size : 4 Coarse sand :1 Cement ) including supply of all materials, Labour, Tools & Plants etc. reqired for proper completion of work. SOR281 29 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars DAR/ 5.22.6/Based on UPPWD SOR 2020 30 Part-C:- Drain work Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete ( Depth from 0.0 to 1.5 M below G.L. 31 Cement concrete with 4cm gauge approved stone ballast, Coarse sand & Cement in the proportion ofin 8:4:1 (8 graded stone aggregate 40 mm nominal size : 4 Coarse sand :1 Cement ) including supply of all materials, Labour, Tools & Plants etc. reqired for proper completion of work. SOR 32 Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete. DAR/ 5.9.1/Based on UPPWD SOR 2020 33 Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DAR/ 5.9.2/Based on UPPWD SOR 2020 34 Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform. DAR/ 5.9.3/Based on UPPWD SOR 2020 35 Centering and shuttering including strutting, propping etc. and removal of form for:Edges of slabs and breaks in floors and walls.Above 20 cm wideDAR/ 5.9.16.1/Based on UPPWD SOR 2020 36 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable All work up to Plinth level.DAR/ 5.33.1/Based on UPPWD SOR 2020 37 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars DAR/ 5.22.6/Based on UPPWD SOR 2020 38 Part-D Water Supply Work 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(b) Depth from 0.0 to 1.5 M below G.L. 39 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329: 100 mm dia Ductile Iron Class K-7 (DAR/18.72.1/Based on UPPWD/SOR-2020) 40 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket 100 mm dia Ductile Iron Class K-7 (DAR/18.70.1/Based on UPPWD/SOR-2020) 41 Cost of Fittings = 10% amount sum of Item No.-43(P/L S & S C.I standard special such as tees , bends , collars , tapers, caps etc.heavy class) 42 Providing and fixing Sluice valve as per ISS: 780 class PN 1 ISI mark including supply of jointing material such as bolts and nuts rubber insertion , while lead, testing etc complete (The tail piece will be paid seperately tapers etc. if required will be paid seperately).100 mm (DAR/18.31.1/Based on UPPWD/SOR-2020) 43 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 80 mm (DAR/18.59.2/Based on UPPWD/SOR-2020) 44 Constructing masonry Chamber 60 X 60 X 75 cm, inside with 150 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chain 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 (DAR/18.33.1/Based on UPPWD/SOR-2020) 45 Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.Based on UPPWD/SOR-2020) 46 For Five Year Maintenance
