Public Works Department Tender

KSRRB 300-65. Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired field density not less than 95% of maximum dry density ( modified heavy proctor test ) including HOM of machineries complete as per specifications. MORTH / Chapter 3 ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired, complete as per Technical Specification Clause 401 - For Grading II Material ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Water Bound Macadam with Crushable Screenings WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. - By Mechanical Means ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Water Bound Macadam with Crushable Screenings WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. - By Mechanical Means ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Prime Coat - Medium porosity, Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Tack Coat - Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Mix Seal Surfacing.Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509.By Manual Means,Type B - Bitumen (S-65) ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Kilometre Stone--Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703--5th Kilometre Stone (precast) ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Kilometre Stone--Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703--200 m stone (precast) ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Providing and Fixing 'Logo' of PMGSY Project--Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Excavation for Structures--Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. - Ordinary soil--Upto 3 m depth ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - P.C.C grade M 10--Nominal mix 1:3:6 ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204--For height - P.C.C. grade M 20 Nominal mix (1:2:4) ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by 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 1106. - 750 mm dia ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Cement Concrete PavementConstruction of un-reinforced, dowel jointed at expansion and construction joint only, 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 provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Traffic Signs Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 Note : Please ensure that area of aluminium plate of required size is entered in the analysis item - 600mm Equilateral triangle ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.