Rural Development And Panchayat Raj Department Tender

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. (P.N0.24/4.23/404/ Volume-3/2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. (P.N0. 29/5.1/502(i)/Volume-3/2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the granular surface (P.N0. 29/5.4/503/(iii)/Volume-3/2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Providing, laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG-30 bitumen to requried line, grade and level to serve as wearing curse on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with smooth wheeled roller finishing to reuiqred level and grade. (P.N0. 37/5.21/508/Volume-3/2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the 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, coution 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 50m 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 soil Depth 3m (P.No.8/1.14.1/CSR/2021-22)..Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Providing and laying in position plain cement concrete for levelling course for all works in foundations. The granite/trap/basalt crushed coarse aggregares abd fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceedig 150mm thickness, well compacted using plate vibrators, including all leads & 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) (P.N0.15/2.1.3/ CSR/2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Providing and laying in positoin Reinforced cement concrete for all Sub structures of buildings, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50m 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 necessary, 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 appurtanaces required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) (P.N0.17/2.4.2/CSR/Volume1/2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fising collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 (P.N0.135/20.16/C/CSR/Volume-3/2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub- structured TMT bar sub-structure complete as per Drawing and Technical Specifications. (P.N0.99/13.1/Section1600&2200/CSR/Volume-3/2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works toher than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matterr including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. (P.N0. 8/1.12/Volume-1/2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the 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 aggregaates confirming to IS:383, maximum size of coarse aggregates 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 forwork (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 with all lead, lifts, 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. (P.N0.138/20.29/ 1501/Volume-3/2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (P.N0. 7/1.9/Volume-3/2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2(P.N0.75/10.4/3004.2/CSR/Volume-3/2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Construction of sub-grade and earthen shoulders with approved material obtained from bottow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (P.N0. 15/3.6/305/CSR/Volume-3/2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Supplying, Fitting and Placing un-coated TMT Fe 500 & above bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (P.N0.96/12.55/CSR/Volume-3/2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Providing and laying in position Reinforced cement concrete for all foundation works. The granite/ trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizer laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS Codes, labour, Usage charges of machinery, curing and all the other appurenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) (P.N0.64/2.2/CSR/Volume1/2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the preapared bitumious surface cleaned with mechanical broom (P.N0. 29/5.3/503/(iii)/Volume-3/2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.