Internal development work of pocket-9B,sector-18(Road, drain and sewer) in Yeida. WC-01

ROAD WORK: Clearing grass and removal of the rubbish up to a distance of 50m Outside the periphery of the area cleared. Based on UPPWD SOR-2020/2.32 DAR

Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines , grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000 meter. Morth 301 (Morth/UPPWD/SOR-BSR)

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density(proctor density) Based on UPPWD SOR-2020/1 6.2

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity 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 lead upto 50 metres. Based on UPPWD SOR-2020/1 6.1

Supplying and stacking stone aggregate at site 90mm to 45 mm size stone aggregate Based on UP PWD SOR-2020/ 1 6.3.1

63 mm to 45 mm size stone aggregate Based on UP PWD SOR-2020/ 1 6.3.2

53 mm to 22.4 mm size stone aggregate Based on UPPWD SOR-2020/ 1 6.3.3

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 tonne 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. Based on UPPWD SOR-2020/16.4

Supplying and stacking of Morrum at site. Based on UPPWD SOR-2020/16.3.10

Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With F.P.S. bricks of class designation 150 Based on UP PWD SOR-2020/16.7.1

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 0.60 kg/sqm slow setting emulsion using mechanical means.MORTH 502 based on UPPWD SOR 2020

Providing and applying Tack coat on prepared surface with bitumen VG 10 in boiler and spraying tack coat with spray set fitted on bitumen boiler including clearing , preparing the existing road surface as per specification on granular Base such as W.B.M. and W.M.M. surface not bitumen primed with 2.5 Kg Of bitumen for 10 sqm. Based on UP PWD SOR-2020/AR/YEIDA

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.20 mm thick. Based on UP PWD SOR-2020/AR/YEIDA

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

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 upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe.250mm Np3 pipe Based on UP PWD SOR-2020/AR/YEIDA

Constructing masonry Chamber 60x60x75 cm, inside with 150 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 coarse 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: Based on UP PWD SOR-2020/DAR-18/18.36.1

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) 0.00 to 1.50m B.G.L

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level. 1:4:8(1cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). Based on UPPWD SOR-2020/4.1.8

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 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 in payable/recoverable All work up to Plinth level. Based on UPPWD SOR-2020/5.33.1

Centering and Shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. Based on UPPWD SOR-2020/5.9.1

Centering and Shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Based on UPPWD SOR-2020/5.9.2

Centering and Shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform. Based on UPPWD SOR-2020/5.9.2

Centering and Shuttering including strutting, Edges of slabs and breaks in floors and walls. Above 20cm wide. Based on UPPWD SOR-2020/5.9.16.2

Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. Cold Twisted bars Based on UPPWD SOR-2020

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

Providing 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. 250mm Based on UPPWD SOR-SOR-2020/19.6.3

Prividing and laying of ISI marked R.C.C NP.3 pipes of folling size including carting, loading, unloading, at godown, including all taxes and levies & rubeer rings. Of following 250mm dia Based on UPPWD SOR-2020

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-2 pipe of following diameter including centring shuttering but excluding excavation as per approved.250mm dia NP.2 pipe Based on UP PWDSOR-2020

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-2 pipe of following diameter including centring shuttering but excluding excavation as per approved. 250mm dia NP-3 pipe Based on UP PWDSOR-2020

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete:150 mm dia. R.C.C. pipe

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-2 pipe of following diameter including centring shuttering but excluding excavation as per approved. 150mm dia NP-2 pipe Based on UP PWDSOR-2020

Constructing brick masonary circular type manhole 0.91m internal dia at bottom and 0.56m dia at top with 150 class designation FPS bricks in cement mortar 1:4 (1cement : 4 coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1 cement: 3coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8 (1cement : 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 floating coat of neat cement all complete as per standard design. 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 (1cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centering shuttering, supply and fixing Poly propelene foot rest & excluding excavation all complete. Based on UPPWD SOR-2020/19.9.1.1

Extra depth for circular type mahhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m with burnt clay bricks of class designation 150 Based on UPPWD SOR-2020/19.10.1

Constructing brick masonry circular manhole 1.22m internal dia at bottom and 0.56m dia at top with 150 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 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 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. 1.22m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering. Supply and fixing Poly propelene foot rest & excluding excavation all complete. Based on UPPWD SOR-2020/DAR-18/19.11.1.1

Extra depth for circular type mahhole 1.22m internal dia (at bottom) beyond 1.68m to 2.29m with burnt clay bricks of class designation 150 Based on UPPWD SOR-2020/19.12.1.1

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 length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm 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 30x20x15cm cement concrete block 1:3:6(1cement :3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design Based on UP PWD SOR-2020/19.16

Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. 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 ) 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 common burnt clay F.P.S.(non modular) bricks of class designation M150 Based on UPPWD SOR 2020/D.A.R-18/18.33.1

Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : I fine sand) including testing of joints etc. complete:150 mm dia

Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work.As the item 309 above but for walls of full brick thick, add for extra labour to the rate of item no. 309.

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