Construction of 30mtr. Wide Road and RCC drain along GH-06 sector-22D yeida. WC-02

Earthwork in excavation by mechancal means (hdraulic excavater)/manual means in fundation trenches or drain (not exceeding 1.5m in width or 10 sqm in plan)including dressing of sides and ramming of atoms lift upto 1.5m incuding getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kind of soil.

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

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 1281/P-17

Brick work with FPS bricks of class designation 150 in foundation and plinth in: Cement mortar 1: 4 (1 cement : 4coarse sand). (Based UP PWD SOR 2020)

12mm cement plaster of mix:1:6 (1 cement: 6coarse sand) (Based UP PWD 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

White washing with lime to give an even shade: New work (three or more coats) (Based UP PWD SOR 2020

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 from 0,00 to 1.50 M Below GL/UPPWD SOR 251a/P-14

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 1281/P-17

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.SOR-18/5.9.1

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.SOR-20/5.9.2

Providing and laying in position machine batched andmachine 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 separately). All works upto plinth

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 barsUPPWD/SOR/-2020

Providing & Fixing on wall face U V stablized unplasticised -PVC pipe uPVC pipes (working pressure 4 kg / cm2) Single socketed pipe (single socketed having 3.2 mm wall thickness confirming to I S 13592 (4 Kg/sqcm including joint with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansions uPVC pipes (working pressure 4kg/cm2) Single socketed pipe SOR 110 mm dia UPPWD/SOR/2020

2.50% Maintenance for 5 years of road work

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