Command Area Development Authority Tender

1.8 of 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 as per specification with all lead and lift and as per direction of engineer- in-charge of the work.

4.13 A (ii) a of 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 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 By Manual Means Using Screening Crushable type such as Moorum or Gravel Grading-II (53 mm to 22.4 mm) complete the work as per specification with all lead and lift and as per direction of engineer- in-charge of the work.

1.14.1 of vol. 1 - Earth work excavation for Foundation by mechanical means for all works in all kinds of soil & 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 including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work as per specification with all lead and lift and as per direction of engineer- in-charge of the work.

2.1.3 of vol. 1 - Providing and laying in position Cement Concrete Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specification with all lead and lift and as per direction of engineer- in-charge of the work.

2.11 h of vol. 1 - Supplying, fitting and placing TMT FE 550 / 550D 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 all other type of structures. Complete the work as per specification with all lead and lift and as per direction of engineer- in-charge of the work.

sl no. 50 of vol. 1 - Providing reinforced cement concrete pipe NP3 as per design in Single Row for Culverts 450 mm dia complete the work as per specification with all lead and lift and as per direction of engineer- in-charge of the work.

sl.no. 49 of vol. 1 - Providing reinforced cement concrete pipe NP3 as per design in Single Row for Culverts 300 mm dia complete the work as per specification with all lead and lift and as per direction of engineer- in-charge of the work.

Sl No 16.17 of vol. 3 - Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets complete the work as per specification with all lead and lift and as per direction of engineer- in-charge of the work.

2.4.1 of vol.1 - Providing and laying in position Reinforced cement concrete Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates 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 specification (inculding form work) with all lead and lift and as per direction of engineer- in-charge of the work.

8.7 of vol. 3 - Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2022 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 fixed 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 the work as per specification with all lead and lift and as per direction of engineer- in-charge of the work.