GT road raja talaab se ring road tak sadak ke kinaare pakkee naalee U type naala nirmaan kaary, lambai 500 metre.

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. DSR Code No. 2.8.1 all soil(260.30x0.735)

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 ded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 (6812x0.735)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete DSR code no. 5.9.1 (392.15x0.735)

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform DSR code no. 5.9.3 (927.25x0.735)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engi eer-in-charge, for the following grades of concrete. Concrete of M25 grade with minimum cement content of 330 kg/cum DSR 5.33.1.1

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars. DSR code no. 5.22.3 (107.85x0.735)

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)

RCC pipe 1000 mm dia NP-3 spigot

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

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.