Rural Development And Panchayat Raj Department Tender

Providing and laying RCC pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with CM 1:2, but excluding exavation ,protection works ,back filling, concrete and mosanory works in head walls and parapets clause 1101.6 (PWD SR 2021-22 / Volume III P.No.134,135 I.No. 20.16 B) complete with all lead and lift and as per the direction of Engineer in charge of work.

Providing and laying RCC pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with CM 1:2, but excluding exavation ,protection works ,back filling, concrete and mosanory works in head walls and parapets clause 1101.6 (PWD SR 2021-22 / Volume III P.No.134,135 I.No. 20.16 B) complete with all lead and lift and as per the direction of Engineer in charge of work. Providing pipe Near Madar kere

Providing and laying RCC pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with CM 1:2, but excluding exavation ,protection works ,back filling, concrete and mosanory works in head walls and parapets clause 1101.6 (PWD SR 2021-22 / Volume III P.No.134,135 I.No. 20.16 B) complete with all lead and lift and as per the direction of Engineer in charge of work. Providing pipe Near Gurulingappa Biradar Feild

Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, re moval of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sort ing & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work (PWD SR 2021-22 / Volumme I / I.NO-1.4.1 /P.NO-5) complete with all lead and lift and as per the direction of Engineer in charge of 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) (PWD SR 2021-22 / Volumme I /I.NO-2.1.2 /P.NO-15) complete with all lead and lift and as per the direction of Engineer in charge of work.

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 finsishing concrete structure in line, 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) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates (PWD SR 2021-22 / Volumme I / I.NO-2.5.1 /P.NO-17) complete with all lead and lift and as per the direction of Engineer in charge of work.

For column Centering 70% according to the Table For Finished Concrete ( P.No A-7 Volume II ) complete with all lead and lift and as per the direction of Engineer in charge of work.

Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cut ting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (PWD SR 2021-22 Volumme II I.NO-11.32 P.NO-84) complete with all lead and lift and as per the direction of Engineer in charge of 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.(The laps and wastages shall not be measured separately) (PWD SR 2021-22 / Volumme I / I.NO-1.8 /P.NO-7) complete with all lead and lift and as per the direction of Engineer in charge of work.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (PWD SR 2021-22 Volumme III I.NO- 3.6 P.NO-15) complete with all lead and lift and as per the direction of Engineer in charge of 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 Grade I Mechanical means Using Screening Type A (13.2mm agg) (PWD SR 2021-22 / Volumme III / I.NO- 4.24 (B) (i) (b) / P.NO-24) complete with all lead and lift and as per the direction of Engineer in charge of 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 Grade II Mechanical means Using Screening Type A (11.2mm agg) (PWD SR 2021-22 / Volumme III / I.NO- 4.24 (B) (ii) (b) / P.NO-24) complete with all lead and lift and as per the direction of Engineer in charge of work.

Tack coat on Granular surface treated with primer: providing and applying tack coat with RS 1 Bituminous Emulsion using emulsion pressure distributor at the rate 0.25 kg/sqm on Granular Surface(PWD SR 2021-22 Volumme III I.NO- 5.4 (ii) P.NO-29) complete with all lead and lift and as per the direction of Engineer in charge of work.

Close Graded Premix Surfacing/Mixed Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm 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 required line, grade and level to serve as wearing course 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 a Smooth wheeled roller finishing to required level and grade. (PWD SR 2021-22 Volumme III I.NO- 5.20 Type B P.NO-37) complete with all lead and lift and as per the direction of Engineer in charge of work.

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm x 45 cm rectangular (PWD SR 2021-22 / Volume III P.No.53 I.No. 8.5 A (xii)complete with all lead and lift and as per the direction of Engineer in charge of work.