Internal Development work of road, drain, Sewerage and water supply in Plot No.14, Office use Sector-17A, YEA WC-01

ROAD WORK: 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 Morth 301

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density)

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-2020/16.1

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

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

Supplying and stacking at aggregate 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 /P-240

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

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 aligment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe. 250mm NP3 Pipe(AR/YEIDA)

Construction masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement:4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm. top and 165mm 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: 5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design: with F.P.S. bricks

SEWERAGE WORK Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of side and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directec, within a lead of 50m. All kinds of soil.. 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

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

Providing and laying non-pressure NP-2 class (light duty) R.C.C 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 Based on UP PWDSOR-2020/19.6.2

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 centering shuttering but excluding excavation as per approved.

Constructing brick masonary circular type manhole 0.91m internal dia at bottom and 0.56m dia at top with 100 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 (1cement: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 (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. 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 centring 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 manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m with burnt clay bricks of class designation150. Based on UPPWD SOR-2020/19.10.1

Constructing brick masonary circular manhole 1.22m 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. 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 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-2020/19.11.1.1

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m with burnt clay bricks of class designation150. 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

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & Cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for porper completion of the work.

Centering and shuttering including strutting, proping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.

Construction masonry Chamber 60x60x75 cm, inside with 150 class designation brick work in cement mortar 1:4(1 cement:4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160mm bottom diameter and 180mm deep (inside) with chain lid and RCC top slab 1:2:4 mix (1cement: 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 40mm nominal size) and inside plastering with cement mortar 1:3(1 cement : 3 coarse sand) 12mm 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

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. 150mm dia. RCC pipe

WATER SUPPLY:-Laying and jointing & testing of PVC pipe (Finolex make- ring fit) of following dia 6 kg/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). 110mm dia

160 mm dia

providing and laying S&S Centrifugally Cast (Spun)/ Ductile iron Pipes conforming to IS: 8329: K-7 250mm dia

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift 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.

Providing and fixing sluice valve (with cap), (kirloskar or equivalent) including supply of jointing material such as bolts and nuts rubber insertion, testing etc complete. 100mm dia class II

200mm dia class II

Providing and fixing Scour valve of approved make & quality including supply of jointing materials such as bolts, nuts rubber insertion etc. Complete. 100mm dia

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): 80mm dia (UPPWD SOR-2020)/18.59.2

Providing and fixing fire hydrant 100mm dia

Constructing masonry Chamber 60x60x75cm, inside with 75 class designation brick work in cement mortar 1:4 (1cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350mm. top diameter, 165mm deep (inside) with chained lid and RCC top slap 1 :2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10(1cement:5 fine sand :10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement : 3 coarse sand) 12mm thick finished with a floting coat of neat cement complete as per standard design: with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Based on UPPWD SOR-2020/DAR-18/18.36.1

DRAIN WORK Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan.), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil.

Add for every additional 30M lead or part of 30M or every additional 1.5 lift or part of 1.5M

Cement Concrete with 4 cm 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.

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.

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

Centering & Shuttering including strutting, propping etc.- Suspended floor, roofs, landings, balconies and access platform:Based on UP PWDSOR-2020/5.9.3

Centering & Shuttering including strutting, propping etc.and removal of form for:Foundation, footings, bases of columns, etc. for mass concrete. UP PWDSOR-2020/5.9.16.2

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

The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as def

ined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 2nd Year maintenance cost ( Sum of item no 1 to 12 = 64079482.65x0.0025=160198.71).

The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 3rd Year maintenance cost ( Sum of item no 1 to 12 = 64079482.65x0.0050=320397.41).

The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 4th Year maintenance cost ( Sum of item no 1 to 12 = 64079482.65x0.0075=480596.12).