Construction of Temporary bus station at railway ground near sun beam school Lahartara At Vraranasi. (Civil Work)

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m.DSR 2.8.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:5:10 (1 cement : 5 fine sand derived from natural sources :10 graded stone aggregate 40 mm nominal size derived from natural sources) 4.1.11

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1

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) derived from natural sources : 4 graded stone aggregate 20 mm nominal sizederived from natural sources) c DSR 4.1.3

Providing and laying in position specified grade of reinfoce cement concrete excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 cement : 1.5fine sand derived from natural sources :3 graded stone aggregate 200 mm nominal size derived from natural sources)(DSR 2023 4.1.2)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. (DSR 5.9.1)

Brick work with common burnt clay F.P.S.(Non modular) bricks of class designation 100 in super structure above plinth level in1:4 cement and coarse sand mortar i/c supply of all materials, labour,T&Petc.complete (DSR 6.4.1

Half Brick masonary with common burnt clay F.P.S.(Non modular) bricks of class designation 100 in super structure above plinth level in1:4 cement and coarse sand mortar i/c supply of all materials,labour,T&P etc.complete.DSR 6.13.2

Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately), including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete : Red sand stone slab 40 to 50 mm thick DSR ,12.23.1.1

P/F angle Tee iron frames for door, windows and ventilators of M.S.angle sections of size 35x35x5 mm , joints mitred and welded by angle iron 35x35x5mm or 35x5mm flat pieces to the existingTee iron frame or to the wall with dash fastener, i/c fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per direction of Engineer in Charge (DSR 2023,