Construction of Chabutra with shed and Approach Road for shamshan ghat main road Near Temple in Village Jewar Bangar (majra sahib nagar), YEA WC-06

Cleaning jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m aboveground level and removal of rubbish up to distance of 50m out side the periphery of the area cleared DAR-18/2.31

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 Sq.M on plan) including dressing of sides and ramming ob bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, withen a lead of 50m. Depth From 0.0 to 1.5 M below G.L.

Earth work in rough excavation , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per ( A.R. ) For all kind of soil. Construction of embankment with approved material obtained from borrow pits with all lift and leads transporting to site spreading ,grading to required slope and compacting to meet requirement of table 300-2 up to 5 km Morth 2019/3.16/305

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 reguired for proper complection of the work UPPWD SOR /281/P-17

Brick work with F.P.S. bricks of class designation 150 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) (UPPWD/SOR-2020/305a)

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 (zone-III) : 4 graded stone aggregate 20 mm nominal size).(UPPWD/SOR-2020/361)

12 mm cement plaster of mix:1:6 (1 cement: 6 coarse sand) (DAR/13.4.2/BasedonUPPWD/SOR-2020)

Dry brick on edge flooring in required pattern with bricks of class designation150 on a bed of earth including fillingcompressed with M-150Bricks (DAR/11.2/AR/YEIDA/BasedonUPPWD/SOR-2020)

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)New work (three or more coats) (DAR/13.44.1//BasedonUPPWD/SOR-2020)

Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.l. limpet washers or with G.l. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00mm thick with zinc coating not less than 275gm/m2 (DAR/12.1.1//BasedonUPPWD/SOR-2020)

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) UPPWD/SOR-2020/284)

Reinforced cement concrete work in walls (any thickness), including attached piLasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) UPPWD/SOR-2020/285)

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.(DAR/5.9.1/BasedonUPPWD/SOR-2020)

Lintels, beams, plinth beams, girders, bressumers and cantilevers.(DAR/BasedonUPPWD/SOR-2020)

Columns, Pillars, Piers, Abutments, Posts and Struts.(DAR/5.9.6/Based on UPPWD/SOR-2020)

Steel 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. (DAR/5.22.6/BasedonUPPWD/SOR-2020)

Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer, including welding andbolted with special shaped washers etc. complete.(DAR/10.25.2/BasedonUPPWD/SOR-2020)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work (DAR/13.61.1/BasedonUPPWD/SOR-2020)

construction of grnular sub- base by providing close graded material ,mixing in mechanical mix plant at OMC Carriage of mixed material to work at site spreading uniform layers with motor grader on prepared sursace and compacting with vibrator rollar to achieve the desired density,complete as per clause 401 for grade-I MATERIAL (AR/YEIDA/BasedonUPPWD/SOR-2020)

Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (AR/YEIDA/BasedonUPPWD/SOR-2020)

Supply and fixing of Indiamark Handpump including making chabutara of dia 2mtr and 45mtr lowering (depth) and Pvc assembling, Blinding Pipe strainer and 63mm/110mm dia PVC Pipe etc. (Pressure 6.0kg/cmsqr) including all labour & material and T&P complete as required as per direction of engineer-in charge.

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm (DAR/16.70.1/Based on UPPWD/SOR-2020)

Supplying at site R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately). (DAR/16.15.1/Based on UPPWD/SOR-2020)

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