Development work of 7percent abadi plots of village Chandpur yea. wc-01

Cleaning grass and removal of the rubbish up to a distance of 50m outside the periphery of the area cleared. UPPWD/SOR-2020/2.32/AR

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, gradesa and cross sections and transporting to the embankment location within all lifts and lead upto 20k. mtr.

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density(proctor density) UPPWD/SOR-2020/16.2/P-240

Supplying and stacking at site. 90 mm to 45 mm size stone aggregate Based on UPPWD SOR-2020/1 6.3.1/P-240

63 mm to 45 mm size stone aggregate Based on UPPWD-SOR-2020/1 6.3.2/P-240

53 mm to 22.4 mm size stone aggregate Based on UPPWD-SOR-2020/1 6.3.3/P-240

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 UP PWD SOR-2020/16.4/P-240

Supplying and stacking at site. Moorum. 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 common burnt clay F.P.S. (non modular) bricks of class designation 150 Based on UPPWD/SOR-2020/ DAR -18/16.7.1

Providing and applying tack coat on prepared Surface with bitumen 80/100 in boiler and spraying the emulsion 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.2.5kg/sqm. of bitumen for 10sqm. UPPWD/SOR-2020

Providing, laying and rolling of close-graded premix surfacing material of surfacing material of 20 mm thickness composed of 11.2mm to 0.09mm (Type-a) or 13.2mm to 0.09mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on an 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.

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

Supplying and stacking at site. 90 mm to 45mm size stone aggregate. UPPWD/SOR-2020/16.3.1/P-240 ( For Royalty)

63 mm to 45mm size stone aggregate UPPWD/SOR-2020/16.3.2/P-240( For Royalty)

53 mm to 22.4mm size stone aggregate UPPWD/SOR-2020/16.3.3/P-240( For Royalty)

Constructing masonry Chamber 60x60x75 cm, inside with 150 class designation brick work in cement mortar1:4 (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 7.5 UP PWD SOR 2020/DSR -18 / 18.33.1

Provinding and laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09mm (Type-a) or 13.2mm to 0.09mm (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.( For Royalty)

DRAIN WORK: Excavation of earth in ordinary soil (loamclay of 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 and 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 (where Machine not reached/Move)

Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1including supply of all materials, labour, Tooss & plants etc. required for proper completion of the work. UPPWD/SOR-2020/281

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/DAR-18/5.9.1

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/DAR-18/5.9.2

Centering and shuttering including strutting, propping etc. and removal of form for: Suspended Floor, roofs landing, balconies, and access plateform UPPWD /SOR-2020/5.9.3

Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls. Above 20cm wide Based on UPPWD /SOR-2020/5.9.16.2

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. Based on UPPWD/SOR-2020/DAR-18/5.33.1

Rainforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars UPPWD/SOR-2020/YEIDA/5.22.6

SEWERAGE SYSTEM excavation of 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 and 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 (where Machine not reached/Move) (YEIDA). UPPWD/SOR-2020/YEIDA Depth from 0.00 - 1.5 m below G.L.

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 Based on UPPWD/SOR-2020/DAR-18/19.6.3

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 Based on UPPWD/SOR-2020

Provinding 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

Provinding 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 250mm dia

Providing and laying non-pressure NP2 class (light duty) RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement:2 fine sand) including testing of joints etc. complete:150mm dia.RCC pipe UPPWD/SOR-2020/19.6.2

Provinding 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

Construction 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: 4coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3(1cement:3coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8(1cement:4coarse sand: 8graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4(1cement:2coarse sand :4 graded stone aggregate 20mm nominal size) finished with a 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 182kg. fixed in cement concrete 1:2:4(1cement:2coarse sand:4 graded stone aggregate 20mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete. UPPWD/SOR-2020/DAR-18/19.9.1.1

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m with burnt clay bricks of class designation 150 UPPWD/SOR-2020/DAR-18/19.10.1

Constructing brick masonary circular type manhole 1.22m internal dia at bottom and 0.56m dia at top with 150class 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 1:3:8 (1 cement : 3 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.1.22 m deep with S.F.R.C 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 centering shuttering, Supply and fixing poly propelene foot rest & Excluding Excavation, all complete. UPPWD SOR-2020 / 19.11.1.1

Extra depth for circular type manhole 1.22m inteternal dia (at bottom) beyond 1.68m to 2.29m : with burnt clay bricks of class designation 150 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 23 mmX25mm 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 beside necessary and adequate anchoring projections on tail length on 138mm as per standard drawing and suitable to withstand 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.UPPWD/SOR-2020/DAR-18/19.16

Constructing masonry Chamber 60x60x75 cm, inside with 150 class designation brick work in cement mortar1:4 (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: 2coarse sand: 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10(1cement:5fine sand: 10 gradedd stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement:3coarse sand) 12mm thick fin

Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1(1cement:1 fine sand) including testing of joints etc.completeL 150mm dia UPPWD/SOR-2020/DAR-18/19.34.2

PART WATER SUPPLY Earth work in excavation over areas (exceeding 30cm in depth, 1.5m in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed, All kinds of soil.

Laying and jointing & testing of PVC Pipe (Finolex make - ring fit) of following dia 6kg /cm2 including all specials & fittings etc. as required for proper complition of work. (the contractor has to arrange the source of water and require head for testing). UPPWD/ SOR-2020/ 90mm diaYEA/DGM(AKS)/2022/77/9-02-2024/Sno. 05

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). 80mm dia YEA/808/2022/S.no 115

Providing and fixing C.l. 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): 80mm dia YEA/808/2022/S.no 115

Providing and fixing Scour valve as per ISS: 780 class PN 1.0 ISI mark including supply of jointing materials such as bolts, nuts rubber insertion etc. Complet (The tail piece will be paid seperately tapers etc, if required will be paid seperately). DAR-16/18.31.1.2

ished 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 UPPWD/SOR-2020/DAR-18/18.33.1

Cement concrete with 2cm Guage Approved Stone ballast Coarse Sand& Cement in the proportion of 4:2:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work.

Providing and fixing chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC Plain & brass threaded fitting this includes jointing of pipes & fittings with one step CPVC solvent cement trenching, refihling & testing of joints complete as per direction of Engineer in Charge. 15mm dia. nominal bore UPPWD/SOR-2020/18.9.1

Providing and fixing PPR Unions 20mm dia. Nominal bore UPPWD/SOR-2020/18.6A.1

Providing and fixing brass ferrule with C.I. Mouth cover including boring and tapping the main: 15mm dia. nominal bore UPPWD/SOR-2020/18.20.1

Maintinence of Road part for Five year 2.5%