Rural Development And Panchayat Raj Department Tender

Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.

Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.

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 constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- - 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.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material as per Technical Specification Clause 202. ---- - 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 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 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. ---- - 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 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. (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 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. (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.

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 filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 ---- - 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 pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. (I)Stone/Boulder ---- - 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)750 mm dia ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.

Pipe NP3 -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.

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 ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.