Public Works Department Tender

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. ---Including cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work.(Vol.1, I.No.1.8, P.No.7)

Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---Including cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work.(Vol.3, I.No.4.27, P.No.24)

OTHER ITEMS(CC Pavement and PMGSY Boards): 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. ---Including cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work.(Vol.3, I.No.20.29, P.No.138)

Construction of Subgrade and Earthen Shoulders: 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. ---Including cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work.(Vol.3 I.No.3.5, P.No.15)

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 ---Including cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work.(Vol.1, I.No.1.14.1,P.No.8)

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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. ---Including Formwork, centering & Scaffolding, cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, ---Including Formwork, centering & Scaffolding, cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work.(Vol.1, I.No.2.4.2) P.No.17)

Appendix I- Additionalities for formwork, centering & Scaffolding Foundation, Sub structure of Cross Drainages 5 % ---Including cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work.

Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. ---Including cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work.(Vol.3 I No.13.1,P.No.99 (issue rate as on)

Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro- Reflecting Sheet as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing. Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 ---Including cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work. (Vol.3, I.No.20.32(A), P.No.8)

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 Cost of 1 m³ .---Including cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work. (Vol.1, I.No.1.14.1, P.No.8)

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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. ---Including Formwork, centering & Scaffolding, cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work.(Vol.1, I.No.2.1.3, P.No.15)

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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates,---Including Formwork, centering & Scaffolding, cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work. (Vol.1, I.No.2.4.2) P.No.17)

Appendix I- Additionalities for formwork, centering & Scaffolding Foundation, Sub structure of Cross Drainages 8 % ---Including cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the 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. 750mm dia. ---Including cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work.(Vol.3, I.No.20.16(C), P.No.135)

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder. ---Including cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work.(Vol.3, I.No.16.4(A), P.No.111)