Rural Development And Panchayat Raj Department Tender

Construction of Subgrade and Earthen Shoulders : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits , transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.

Water Bound Macadam : 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. (B) By Mechanical means (ii) Grading-I (b) Using Screening Crushable type such as Moorum or Gravel ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.

Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work mcompletion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.

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 including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.

Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation , 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. ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all complete as per direction of Engineer-in-charge. ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.

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 , 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. (The cost of steel reinforcement & formwork shall be paid separately) 2.1.3-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.

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 , 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. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.

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 , 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. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.

Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row : Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. C) -1000 mm dia ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.