Balance Developmental Works on Medical Device Park (Road, Drain, Sewer and Water Supply) in Sector-28, YEIDA. WC-04

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

Earthwork in rough excavation , banking excavated earth in layers not exceeding 20cm in depth breaking clods watering , rolling each layers with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for road flood banks marginal banks and guide banks or filling up ground depression all leads as per (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

Constructing masonry Chamber 120x120x100 cm, inside with 150 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100 mm. 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 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:With common burnt clay F.P.S.(non modular) bricks of class designation

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

Extra 20% for under subsoil condition 3.00 - 4.50 M 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

Brick work with brick of class designationm-150 in foundation and plinth in cementmorter 1:4 (1cement : 4 coarse sand)

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

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

12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) As per UPPWD SOR 2020

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). As per UPPWD SOR 2020/DAR 18/16.69

White washing with lime to give an even shade: New work (three or more coats) As per UPPWD SOR-2020

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)

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

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

12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) As per 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

Royalty stone aggregate 90-45mm,63-45mm & 53-22.5mm

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

300mm dia

350mm dia

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

350 mm dia

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

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

Extra 20% for under subsoil condition

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Extra 20% for under subsoil condition

Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Extra 20% for under subsoil condition

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

Extra 20% for under subsoil condition

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

Extra 20% for under subsoil condition

Extra 20% for under subsoil condition 300 mm dia

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 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 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

Constructing brick masonry circular manhole 1.52m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside 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: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 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 all complete. (Excavation, foot rests arid 12 mm thick cement plaster at the external surface shall be paid for separately)

Extra depth for circular type mahhole 1.52m internal dia (at bottom) beyond 2.30m with burnt clay bricks of class designation 150 Based on UPPWD SOR-2020/19.14.1.1

Construction of composite section RCC core conical manhole 1.50m internal dia at bottom and 0.56m dia top and 4.5 m deep in or under sub soli water .Brick massonary with 100 class designation FPS bricks in cement mortar 1:4(cement : coarse sand) and RCC core in cement concrete proportion 1:1 1/2 :3(1 cement: 1 1/2 coarse sand:3 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8(1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) over 100 mm dry stone soiling of 40 mm aggregate with 20% blinding material such as moorum etc. well consolidated with steel rammers necessary shuttering etc. inlide out side plastering 12mm thick with cement mortar 1:3(1 cement:3 coarse sand) finished with a floating coat of neat cement and making cunnette in cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement including providing and embedding of 12 mm poly propelene coated foot rest 300 mm centre to centre and embedded in cement concrete ( block 200X200 X100 mm) mix 1:2:4 including providing and fixing SFRC manhole cover and frame 560 mm internal dia matre(heavy duty) conforming to is 12592 with marking SEWER GNIDA total weight of cover and frame to be not less than 182Kg. fixed in cement concrete 1:2:4 including centring and shuttering complete including all excavations, blck filling bailing or pumping out of water and disposal of surplus earth with in 50m complete as per design & instruction of E/I( no extra payment shall be made on account of circular work)

Extra depth for circular type mahhole 1.52m internal dia (at bottom) beyond 2.30m with burnt clay bricks of class designation 150 Based on UPPWD SOR-2020/19.14.1.1

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 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

WATER SUPPLY 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 S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329:100 mm dia Ductile Iron Class K-7 pipes

200 mm dia Ductile Iron Class K-7 pipes

300 mm dia Ductile Iron Class K-7 pipes

400 mm dia Ductile Iron Class K-7 pipes

500 mm dia Ductile Iron Class K-7 pipes

Cost of Fittings

Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket 100 mm dia

200 mm dia

300 mm dia

400 mm dia

500 mm dia

Providing and Fixing of water connection for commercial/Institutional/Group housing. Plot Size upto 10,001 to 50,000 sqm including 65 mm dia gate valve, water metre with G.I. medium quality class-B type, M.S. clamp but excluding the cost of water meter and metre box etc.(to be supplied by department) as per Engineer-Incharge.

300mm dia

400mm dia

Providing and fixing spindle fire hydrant with 80mm outlet complete with bolts , nuts and rubber insertions etc.100 mm 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) :80 mm dia

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).300mm dia

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

Constructing masonry Chamber 60 X 60 X 75 cm, inside with 150 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chain 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:

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and Fixing of water connection for commercial/Institutional/Group housing. Plot Size upto 10000 sqm including 50 mm dia gate valve, water metre with G.

I. medium quality class-B type, M.S. clamp but excluding the cost of water meter and metre box etc.(to be supplied by department) as per Engineer-incharge.

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). 200mm dia