Remaining Internal development work of road(5 year maintenance) drain, sewerage and water supply of Pocket-G, Sector-20, YEA WC-02

Road Work Cleaning jungle including up rooting of rank vagrtation grass push wood trees and samping of grith up to 30 cm measured at ahight of 1 m above ground level

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacting to meet requirement of table 300 2 up to 20 km Morth 305

Extra for compaction of earth work in embankment under optimum moisture conditions to give at leat 97% of the maximum dry density (Proctor density) UPPWD/SOR-2020/AR/YEIDA

Consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, 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.

Supplying and Stacking at site.. 90 mm to 45 mm size stone aggregate. (SOR 18/16.3.1)

Supplying and Stacking at site.. 63 mm to 45 mm size stone aggregate. (SOR 18/16.3.2)

Supplying and Stacking at site.. 53 mm to 22.4 mm size stone aggregate. (SOR 18/16.3.3)

Supplying and stacking at site Moorum (SOR 18/16.3.10)

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 SOR-18/16.4

Providing and applying primer coat with bitumen VG-10 on prepared surface of granular base including clearing of road surface and spraying primer at the rate 0.60 kg/SQM using mechanical means.

Providing and applying tack coat With bitumen VG-10 pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.MORTH/503(UPPWD/SOR-2020)

Close Graded Premix Surfacing/Mixed Seal Surfacing Providing, laying and rolling of open - graded premix surfacing 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 Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.

Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With bricks of class designation 150 SOR-18/16.7.1

Providing and carting of following dia RCC hume pipe S&S NP-3 class & specials in site of work lowering the same into trenhces in depth upto 1.50m below GL true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe 250mm dia UPPWD/SOR-2020/AR/YEIDA

Constructing masonry Chamber 60x60x75cm, inside with 150 class designation brick work in cement mortar 1:4 (1cement: 4 coarse sand) for fire sluice value, with C.I. surface box 350mmX350mm Top and 165mrn deep (inside) with chained lid and RCC top slab 1:2:4 mix (1cement: 2course sand: 4 graded stone aggrgates 20mm nominal size) i/c necessary excavation, foundation concrete 1:5:10(1cement:5fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3(1cement:3coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design with bricks of class designation 150( UPPWD SOR-2020/18.33.1

Drain work Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kind of soil. Depth 0 to 1.50 mtr

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 /281/P-17

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/curn. Excess/less cement used as per design mix is payable/recoverable separately).All works upto plinth level UPPWD SOR-20/5.33.1

Reinforcement for R.C.C, work including straightening, cutting, bending, placing in position and binding all complete.up to plinth level Thermo-Mechanically Treated bars./cold twisted bars SOR-20/5.22.6

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.DAR-13/5.9.1/SOR

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Suspended Floor, Roofs landing, Balconies, and access Floors

Edges of slabs and breaks in floors and walls Under 25cm wide

Sewerage work Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kind of soil. Depth 0 to 1.50 mtr

1.5-3.00 mtr BGL

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)

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. SOR-20/5.9.1

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 for laying reinforced concrete in/under foul conditions including pumping out water removing slush as required (20% extra)

Reinforcement for R.C.C. work including straightening. cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.

Extra for laying reinforcement in/under foul conditions including pumping out water removing slush as required (20% extra)

Supplying, stacking and laying of stone soiling (90mm nominal size) below reinforced cement concrete including packing with smaller stone and consolidating with steel rammer and including spreading & consolidating or binding material moorum etc.complete (payment is made for quantity of stone only.)

Extra rate for quantites of works executed in foul position including pumping out water as required

RCC Class NP-2: Providing and carting of following dia RCC hume pipe Soket&Spigot NP-2 class & specials in site of work lowering the same into trenhces in depth upto 1.50m below GL true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. 250mm dia NP2 BGL UPPWD/SOR-2020/AR/YEIDA/19.6.3

Providing and carting of following dia RCC hume pipe S&S NP-3 class & specials in site of work lowering the same into trenhces in depth upto 1.50m below GL true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. 250mm dia NP3 BGL UPPWD/SOR-2020/AR/YEIDA

Extra rate for quantites of works executed in foul position including pumping out water as required 250mm dia NP3 UNDER FOUL CONDITION

Constructing brick masonary circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top with 100 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 1:3:6mix (1 cement: 3 coarse sand: 6 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.0.91 m 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 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including centring shuttering all complete(Excavation, foot rest and 12mm thick cement plaster at the external surface shell be paid for separately) With FPS bricks class designations-75.UPPWD SOR-2020/19.9.1.1

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67mWith FPS bricks of class designation 75.UPPWD SOR-2020/19.10.1

Constructing brick masonary circular type manhole 1.22m 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 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. 1.68 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, all complete. (Excavation, foot rest & 12mm thick cement plaster at the external surface shall be paid for separately): with FPS bricks class designations-75 UPPWD SOR-2020/19.11.1.2

Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m: With FPS bricks of class designation 75 UPPWD SOR-2020/19.12.2

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.

House Connecting Chamber & Crossing Works:-Excavation for depth upto 1.50m B.G.L for laying sewer line, manhole, gully traps etc. in ordinary soil(sand, loam & clay) i/e cutting of joints pits, triming, dressing, leveling & refilling of trenches in 20cm layers, watering sand ramming the same i/c removal of surplus earth or other diamentel materials upto a distance of 50m from the center of trench. UPPWD/SOR-2020/AR/YEIDA

Plain Cement Concrete: Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work up to plinth level 1:4:8(1cement: 4 coarse sand: 8 graded stone aggregate 20mm nominal size) UPPWD/SOR-2020/4.1.3

Centring and shuttering including strutting. Propping etc. and removal of formwork for Foundation, footings bases for columns UP PWD/SOR-2020/4.3.1

House connecting masonry Chamber 60x60x75cm, inside with 150 class designation brick work in cement mortar 1:4 (1cement: 4 coarse sand) for fire sluice value, with C.I. surface box 350mmX350mm Top and 165mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1cement: 2course sand: 4 graded stone aggrgates 20mm nominal size) i/c necessary excavation, foundation concrete 1:5:10(1cement:5fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3(1cement:3coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design with bricks of class designation 150( UPPWD SOR-2020/18.33.1

Providing and carting of 150mm dia RCC hume pipe Socket and spigot NP-3 class & specials in site of work lowering the same into trenches in depth upto 1.5m below G.L. true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. for 150mm SW pipe UPPWD/SOR-2020/AR/YEIDA

Water Supply: Earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom. Lift upto 1.5m including getting out the excavated soil and disposal of the surplus excavated soil as directed within a lead of 50m. Depth from 0.00-1.5m below GL

WATER SUPPLY P/L and Jointing & testing of ISI marked PVC pipe (finolex, kissan, supreme of equivalent make ring fit as per IS 4985:2000) of floowing dia 6kg/sq.cm including all specials & fitting etc. as required for proper completion of work (the contractor has to arrange the source of water and require head for testing) 110mm dia PVC pipe (6kgf/sqcm) UPPWD SOR-2020/(YEIDA) 110mm dia PVC pipe (6kgf/sqcm)

160mm dia PVC pipe (6kgf/sqcm)

200mm dia PVC pipe (6kgf/sqcm)

Providing and laying S&S Centrifugally Cast (Spun)/Ductile Iron Pipe conforming IS : 8329 300mm OD

Supply and fixing of sluice valves (kirloskar or equivalent make) including cartage of materials labour T&P etc. complete. 110mm dia

Supply and fixing of sluice valves (kirloskar or equivalent make) including cartage of materials labour T&P etc. complete. 300 mm dia

S/F of scour valves including cartage of materials, labour T&P etc complete. 110mm dia

P/F C.I. duble acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (the tail pueces, tapers etc. if required will be paid seperately) 80 mm dia

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

Constructing masonry Chamber 60x60x75cm, inside with 150 class designation brick work in cement mortar 1:4 (1cement: 4 coarse sand) for fire sluice value, with C.I. surface box 350mmX350mm Top and 165mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1cement: 2course sand: 4 graded stone aggrgates 20mm nominal size) i/c necessary excavation, foundation concrete 1:5:10(1cement:5fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3(1cement:3coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design with bricks of class designation 150( UPPWD SOR-2020/18.33.1

P/L flanged Cl standards sepecials such as (tees, bends, collars, tapers, caps etc) suitable for flanged jointing as per IS 1538.Supply of DI, CI, MS specials such as (bends, gaps pieces, tapers, tees etc) UPPWD/SOR-2020/

Royalty Paid Extra Supplying and Stacking at site.. 90 mm to 45 mm size stone aggregate. (SOR 18/16.3.1)

Supplying and Stacking at site.. 63 mm to 45 mm size stone aggregate. (SOR 18/16.3.2)

Supplying and Stacking at site.. 53 mm to 22.4 mm size stone aggregate. (SOR 18/16.3.3)

Supplying and stacking at site Moorum (SOR 18/16.3.10)

Close Graded Premix Surfacing/Mixed Seal Surfacing Providing, laying and rolling of open - graded premix surfacing 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 Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.

2.50% Maintenance for 5 years of road work

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