Construction of a crossing on the Thamsap Tiraha main road falling under Zone 5 Ward 53

2.1.1-FS4001-Work in surface excavation not exceeding 30 cm in depth but ceeding 1.5 m In width as well as 10 sqm on plan including getting out d disposal of excavated earth upto Som and lift upto 1.5m as directed Engineer-in-charge All kinds of soil 0.30 M-Rate-170 per 1 Cum

PWD (SCH)-273-FS5007-Concrete/RCC Work-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level 1:6:12(1 cement : 6 coarse sand : 12 graded Brick aggregate 40 mm nomial size

6.1.1-FS6001-Brick work-class-150 brick work in 1:4 cement, c sand in foundation and plinth etc all complete Brick work with commoburnt clay (non modular) bricks of class-150 in foundation and plinth in. Cement mortar 1:4 (1 cement : 4 coarse sand)

13.4.1-FS13003-Plaster and painting 12 mm cement plaster of mix of mix 1: 4 ( 1 cement : 4 coarse sand) 12 mm cement plaster of mix

NA-F5042-Construction of GSB with well graded materials in uniform layer etc all complete. Constructon of GSB by providing coarse graded material, spreading in uniform layer with mortor grader on prepared surface, mixing by mixin place method withrotovator at OMC and compacting with viberatory roller to achieve the desired density as per clause 401. Rate-3676.00 per 1 Cum

5.37.2-FS5028-All works above plinth level upto floor V level Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work. In transit mixer for all leads, having continous agitated mixer. manufactured as per mix design of specified grade for reinforced cememnt concrete work. Including pumpin of RMC from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures. In recommended proportions as per IS:9103 to accelerate/retard setting of concrete, improve workability without imparing strength and durability as per direction of the Engineer-In-charge. (note:- Cement conctent considered In this item Is @330 kg/cum. Excess/less cement used as pe design mix is payable/recoverable sperartely)-Rate-8200.00 per 1 Cum

Non-SOR-F10021-M.S or iron in plain work such as heavy size as fabrication of M.S M.S or iron in plain work such as heery size as fabrication of M.S-Rate 7200.00 per 1 Qtl

231(a)-FS3001-Cartage of ballast, kankar, coal, grit of sand etc, including loading and unloading but excluding stacking on pucca roads (3km). Cartage of ballast, kankar, coal, grit of sand etc, including loadin gand unloading but excluding stackin on pucca roads

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