Construction of Service road, R.C.C. drain and Sewer (Sector- 10 side) along 130.00 mtr. wide peripheral road between Sector- 10 and 5, YEIDA WC-03

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

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

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

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.

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

Providing & Fixing on wall face UV stablized unplasticised -PVC pipe uPVC pipes (working pressure 4 kg/cm2) Single socketed pipe (single socketed having 3.2 mm wall thickness confirming to IS 13592 (4 Kg/sqem including joint with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansions uPVC pipes (working pressure 4 kg/cm2) Single socketed pipe (SOR NEW ITEM NO.33) 110 mm dia

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

Extra 20% for under sub soil condition 3.0-4.5M BGL

Providing and carting of following dia RCChume pipe Socket and Spigot NP-3 class & specials in site of work lowering the same into trenches in depth upto 1.50m below G.I. true to alignement jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe 400 MM DIA

500 MM DIA

700 MM DIA

Extra 20% for Pipe Laying 400 MM DIA

500 MM DIA

700 MM DIA

Supplying and stacking at site. 90 mm to 45 mm size stone aggregate

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. SOR-20/5.9.1

Extra 20% for under subsoil condition

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

Extra 20% for under subsoil condition

Construction of RCC core conical manhole 1.50m internal dia at bottom and 0.56m dia top and 4.95 m deep in or under sub soli water. 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. 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

EXTRA DEPTH For 1.50 m internal dia 4.95 m deep conical manhole of composite section.

2.50% Maintenance for 5 years of road work

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