Yamuna Expressway Industrial Development Authority Tender

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 with lead upto 50 metres. (DAR-/16.1 / based on uppwd / SOR-2020)

Supplying and stacking at site. 90 mm to 45 mm size stone aggregate (DAR-2018/16.3.1/based on uppwd / SOR-2020)

Supplying and stacking at site. 63 mm to 45 mm size stone aggregate (DAR-2018/16.3.2/based on uppwd / SOR-2020)

Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate (DAR-2018/16.3.3/based on uppwd / SOR-2020)

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 ))

Supplying and stacking of Moorum at site. (DSR-2018/16.3.10/based on uppwd / SOR-2020 )

Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With bricks of class designation-150 (DAR-2018/16.7.1/based on uppwd / SOR-2020 )

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

Providing and applying tack coat with bitumen VG-10 using bitumen 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

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

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

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)

Providing and applying 2.5 mm thick road marking strips (retro reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. (DAR-2018/16.62/ Based on UPPWD/SOR-2020)

Cement concrete with 4cm gauge approved stone ballast, Coarse sand & Cement in the proportion of in 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

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

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

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

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

M-150 brick work in 1:4 cement & Coarse sand 1.25F.M mortar in foundation and plinth including supply of all materials labour complection of the work UPPWD SOR 309

12mm cement plaster of mix:1:6 (1 cement : 6 coarse sand)(DAR/13.4.2/Based on UPPWD/SOR-2020)

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)

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-2 pipe Based on UPPWD/SOR-2020)

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)

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)

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)

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)

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.

Providing & Laying S&S Centrifugally Cat (spun)/Ductile Iron pipe conforming to IS 8329 100mm Dia DAR1//18.72.1

Providing and fixing C.I.sluice valves (with cap) complete with bolts nuts rubber insertions etc (the tail pieces if required will be paid separately) 110mm dia DAR18/18.31.1.2

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)

For Five Year Maintenance