Rural Development And Panchayat Raj Department Tender

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. 2021-22 PWD, Common SR 2021-22. Volume III Specification No:305.3.4, Item No:3.7, Page No:15 with all lead and lift and as per the direction of Engineer in charge of work.

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 2021-22 PWD, Common SR 2021-22. Volume III Specification No:305, Item No:3.6, Page No:15 with all lead and lift and as per the direction of Engineer in charge of work.

Construction of Embankment-Available Material 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. 2021-22 PWD, Common SR 2021-22. Volume I Specification No:, Item No:1.7, Page No:7 with all lead and lift and as per the direction of Engineer in charge of work.

Construction of Embankment- Borrowed Material 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. 2021-22 PWD, Common SR 2021-22. Volume I Specification No:, Item No:1.8, Page No:7 with all lead and lift and as per the direction of Engineer in charge of work.

GSB By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -VI Material 2021-22 PWD, Common SR 2021-22. Volume III Specification No:401, Item No:4.2, B, (vi), Page No:19 with all lead and lift and as per the direction of Engineer in charge of 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 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.PWD 2021 - 2022, (V - 3), Page No 138 Item No 20.29 with all lead and lift and as per the direction of Engineer in charge of work.

WBM Grading I (63mm to 45 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. 2021-22 PWD, Common SR 2021-22. Volume III Specification No:404, Item No:4.24 B (i.a), Page No:24 with all lead and lift and as per the direction of Engineer in charge of work.

Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 2021-22 PWD, Common SR 2021-22. Volume III Specification No:805, Item No:8.16(ii), Page No:57 Ordinary Kilometer Stone(precast) with all lead and lift and as per the direction of Engineer in charge of work.

Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 2021-22 PWD, Common SR 2021-22. Volume III Specification No:805, Item No:8.16(ii), Page No:57 200m stone(precast) 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 C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3,3 mm/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. 2021-22 PWD, Common SR 2021-22. Volume III Specification No:801, Item No:8.6(iv), Page No:54 with all lead and lift and as per the direction of Engineer in charge of work.

Providing and Fixing 'Logo Board ' of PMGSY at Starting 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 Clause 1701.3.8.1 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 2021-22 PWD, Common SR 2021-22. Volume III Specification No:1701, Item No:20.31 A, Page No:139 with all lead and lift and as per the direction of Engineer in charge of work.

ESTIMATE - CD WORK- 3 Nos Excavation in all kinds of soils Depth upto 3 m 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. 2021-22 PWD, Common SR 2021-22. Volume I Specification No:, Item No:1.14.1, Page No:8 with all lead and lift and as per the direction of Engineer in charge of 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. 2021-22 PWD, Common SR 2021-22. Volume I Specification No:, Item No:1.9, Page No:7 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) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates 2021-22 PWD, Common SR 2021-22. Volume I Specification No:, Item No:2.1.2, Page No:15 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 Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers 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 appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2021-22 PWD, Common SR 2021-22. Volume I Specification No:, Item No:2.2.1.1, Page No:15 with all lead and lift and as per the direction of Engineer in charge of work.

Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc.The anite/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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formworkto be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2021-22 PWD, Common SR 2021-22. Volume I Specification No:, Item No:2.3.1, Page No:16

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 ement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 2021-22 PWD, Common SR 2021-22. Volume III Specification No:1101.6, Item No:20.16, Page No:134 with all lead and lift and as per the direction of Engineer in charge of work.

Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications.2021-22 PWD, Common SR 2021-22. Volume III Specification No:1600 & 2200, Item No:13.1, Page No:99 with all lead and lift and as per the direction of Engineer in charge of work.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 2021-22 PWD, Common SR 2021-22. Volume III Specification No:2504, Item No:16.4, Page No:111 with all lead and lift and as per the direction of Engineer in charge of work.

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 2021-22 PWD, Common SR 2021-22. Volume III Specification No:2504, Item No:16.4, Page No:111 with all lead and lift and as per the direction of Engineer in charge of work.

Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting 2021-22 PWD, Common SR 2021-22. Volume III Specification No:807, Item No:8.18, Page No:57 with all lead and lift and as per the direction of Engineer in charge of work.