Construction of Drain work and Sewer work from Pocket 7F to 120mt wide road in sector 18, YEIDA. WC-01

DRAIN WORK Excavation of earth in ordinary soil for laying of sewers including cutting of joints, pits, trimming, dressing, levelling, including removal of surplus earth and other dismantalled materials upto distance of 50m. from centre of trenches. Based on UPPWD SOR-2020 (YEIDA) 00-1.50mtr.

Cement concrete with 4cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1, including supply of all material, labour, tools, Plants etc required for :Proper completion of the work. UPPWD SOR-2020 (YEIDA)

M 150 Brickwork in 1:4 One cement & Four coarse sand o 2.2 F.M. Mortar in foundation and Plinth including supply of all material, Labour and T&P etc rquired for proper completion of the work. UPPWD SOR-2020 (YEIDA)

Centering and shuttering including strutting, propping etc. and removal of form for: Foundation, footing, bases of columns, etc. for mass concrete. Based on UP PWDSOR-2020/5.9.1

Centering & Shuttering including strutting, propping etc. and removal of form for: Wall (any thickness) including attached pilasters, butteresses, plinth and string courses etc. UP PWDSOR-2020/5.9.2

Provinding 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 centeting, shuttering, finishing and reinforcement, including admixturesin 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 upt to Plinth level. Based on UPPWD SOR-2020/5.33.1

Rainforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. A) Cold Twisted bars Base on UP PWD SOR-2020/5.22.6

SEWERAGE WORK Excavation of earth in ordinary soil for laying of sewers including cutting of joints, pits, trimming, dressing, levelling, including removal of surplus earth and other dismantalled materials upto distance of 50m. from centre of trenches. Based on UPPWD SOR-2020 (YEIDA) 0.00 to 1.50m B.G.L

SEWERAGE WORK :- 1.5- 3.00M B.G.L

SEWERAGE WORK :- 3.0-4.50M B.G.L

SEWERAGE WORK :- 4.50-6.00M B.G.L

SEWERAGE WORK :- 6.00-7.50M B.G.L

Supply and laying of ISI marked R.C.C NP-2 pipes of folling size including carting, loading, unloading, at godown, including all taxes and levies & rubeer rings. Of following dia. 500mm dia.Based on UPPWD SOR-SOR-2020/19.6.3

Providing and laying in position cement concrete 1:4:8 (1cement : 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. 500mm dia Based on UP PWDSOR-2020

constructing brick masonary circular manhole 1.52m internal dia at bottom and 0.56m dia at top in cement mortar 1:4(1cement: 4 coarse sand) inside cement mortar 1:3 (1cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1cement : 3coarse sand:6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 2.30m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover adn frame to be not less than 182kg fixed in cement concrete 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Excavation, foot rests arid 12mm thick cement plaster at the external surface shall be paid for seprately) UPPWD SOR-2020/19.13.1.1

Extra depth of 1.52m manhole 2.30m 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 182kg. Fixed in cement concrete1 :2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) UPPWD SOR-2020/DAR-18/19.14.1.1

Providing and fixing Providing orange colour safety foot Rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS :1786 having minimum cross section as 23mmx25mm and over all minimum lenth 263 mm and with as 165mm with minimum112 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. Based on DSR./2018/19.16 UPPWD SOR-2020/18.33.1

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