Command Area Development Authority Tender

I.No.1.14.1 Vol-1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Complete as per Specification with all lead and lifts, loading & unloading charges and as per direction of Engineer-in-charge of the work.

I.No.2.1.3 Vol-1 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates Complete as per Specification with all lead and lifts, loading & unloading charges and as per direction of Engineer-in-charge of the work.

I.No.Sl No.51 Vol-1 - Providing Reinforced Cement Concrete Pipe NP3 as per design in Single Row for culverts 600 mm dia Complete as per Specification with all lead and lifts, loading & unloading charges and as per direction of Engineer-in-charge of the work.

I.No.16.17 Vol-3 - Laying Cement Concrete Pipe NP3 (burried conduits) of on first class bedding of granular material including fixing collar with cement sand mortar 1:2 butexcluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets Complete as per Specification with all lead and lifts, loading & unloading charges and as per direction of Engineer-in-charge of the work.

I.No.2.4.1 Vol-1 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. mix 1:2:4 (M15) Using 20 mm and down size graded crushed coarse aggregates with Centering Complete as per Specification with all lead and lifts, loading & unloading charges and as per direction of Engineer-in-charge of the work.

I.No.1.8 Vol-1 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work Complete as per Specification with all lead and lifts, loading & unloading charges and as per direction of Engineer-in-charge of the work.

I.No. 4.13 (ii) Vol-3 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Water Bound Macadam By Manual Means Grading-II(53 mm to 22.4 mm) Using Screening Crushable type such as Moorum or Gravel Complete as per Specification with all lead and lifts, loading & unloading charges and as per direction of Engineer-in-charge of the work.

I.No.2.11c Vol-1 - supplying, fitting and placing TMT FE 550/ 550 D steel Reinforcement including cost of all materials,machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire/ soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Complete as per Specification with all lead and lifts, loading & unloading charges and as per direction of Engineer-in-charge of the work.

I.No. 8.7 Vol-3 - Direction and Place Identification Signs upto 0.9 m2Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixd to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Complete as per Specification with all lead and lifts, loading & unloading charges and as per direction of Engineer-in-charge of the work.