Vikas Khand Vishunpura ke Chirwairya Anusuchit Basti se Bihar jodne wali Bansi Nadi par 2X3 meter span puliya va approach ka nirman karya.

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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (D.S.R 2.8.1)

P/L cement concrete 1:4:8 (1 Cement : 4 coarse sand derived from natural sources :8 graded stone aggregate 40 mm nominal size derived from natural sources) As per DSR 4.1.8

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. As Per DSR 6.1.1

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand. As Per DSR 6.4.1

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-ll) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).As per DSR 5.3 (bed blocks excluding the supply of rainforcement)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. As per DSR 5.22,6

PCC 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources As per DSR 4.1.3

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand):As per DSR 13.31.1

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.D.S.R.NO 11.2