Rural Development And Panchayat Raj Department Tender

Water Bound Macadam, Grading-II (53 mm to 22.4 mm) 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)Mechanical means. (ii)Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (11.2mm agg). etc complete with all lead & lifts. (P.No. 24 I No. 4.24(B)(ii)(b) PWD SR 2021-22 Volume-III)

cement concrete pavement (without dowel bars) 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 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.No. 138 I No. 20.29 PWD SR 2021-22 Volume-III)

Direction and Place Identification Signs upto 0.9 m2 Size Board., Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 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 etc complete with all lead & lifts. (P.No. 55 I No. 8.7 PWD SR 2021-22 Volume-III)

CC Drain:... 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 etc complete with all lead & lifts. (P.No.8 I No. 1.14.1 PWD SR 2021-22 Volume-I)

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) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. etc complete with all lead & lifts. (P.No.15 I No. 2.1.3 PWD SR 2021-22 Volume-I)

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), M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. etc complete with all lead & lifts. (P.No.17 I No. 2.4.2 PWD SR 2021-22 Volume-I)

Supplying, Fitting and Placing TMT Fe-550 bar. Reinforcement in sub-structure complete as per Drawing and Technical Specifications. etc complete with all lead & lifts. (P.No.99 I No. 13.1 PWD SR 2021-22 Volume-III)

RCC Deck:....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 etc complete with all lead & lifts. (P.No.8 I No. 1.14.1 PWD SR 2021-22 Volume-I)

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) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. etc complete with all lead & lifts. (P.No.15 I No. 2.1.3 PWD SR 2021-22 Volume-I)

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), M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. etc complete with all lead & lifts. (P.No.17 I No. 2.4.2 PWD SR 2021-22 Volume-I)

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), M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. etc complete with all lead & lifts. (P.No.17 I No. 2.4.2 PWD SR 2021-22 Volume-I)

Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. etc complete with all lead & lifts. (P.No.17 I No. 2.5.2 PWD SR 2021-22 Volume-I)

Supplying, Fitting and Placing TMT Fe-550 bar. Reinforcement in sub-structure complete as per Drawing and Technical Specifications. etc complete with all lead & lifts. (P.No.99 I No. 13.1 PWD SR 2021-22 Volume-III)

Supplying fitting & placing TMT Fe-550 bar reinforcement to super structure complete as per Specifications etc complete with all lead & lifts. (P.No.103 I No. 14.1 PWD SR 2021-22 Volume-III)

Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. A)Granular material. etc complete with all lead & lifts. (P.No.99 I No. 13.5 PWD SR 2021-22 Volume-III)

PRED SR Item No.16.18 Stabilized Sub base / Base: WITH ZYDEX NANO TECHNOLOGY Additives Stabilized Sub base / Base : Providing, Laying, spreading and Compacting in Situ / borrow area soil of CBR Greater Then 5% mixed with 30% crushed aggregate / murum / GSB Grade 2 as per mix design. Application: (1) Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness of 250mm. Mix aggregates as per mix design with rotavator. (2) Spread Cement 3% by weight of soil aggregate mix and mix with tractor operated rotavator. (3) Prepare and apply 1kg / cum Terrasil organosilane Nanotechnology and 1 kg/ cum Zycobond Acrylic Nano copolymer mixed in OMC water (Less then 1000 ppm TDS) on loose mix. Scarify the treated mix with rotavator (4) Compact partially the surface with vibratory roller. (4) Spread 26.5 and down size aggregates on the graded soil surface to form 20-25 mm thick soil-aggregate-cement layer. (5) Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve stone embedded layer with the desired density and thickness. Rates include all material, labour, hire charges of machinery etc. as per MORD specifications & direction of the Engineer-in-Charge with all lead and lifts. (Rate-2534.00/Cum)