Pradhan Mantri Gram Sadak Yojana Tender

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

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. (i) Private Land

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 density, complete as per Technical Specification Clause 401. (A) By Mix in Place Method ii) For Grading II Material

Construction of plastic cell filled cement concrete pavement, thickness as per design, over a prepared sub base, with 53 grade Ordinary Portland Cement(OPC) or any other type as per Clause 1501.2.4 M30 (Grade), coarse and fine aggregates conforming to IS : 2386, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design (As per IRC:44-2008, laid in approved fixed side formwork (steel channe, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification of Cell filled Concrete Pavement Published by NRRDA

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. ii) Ordinary Kilometer Stone (Precast)

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. iii) 200 m stoe (precast)

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC: 67 made of 1.5mm Thick M.S sheet duly stove enameled Paint white colour in front and grey colour in back with reflective border of 65mm width and required letters, figures with reflective tape of engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG sheet tube firmly fixed to the ground by means of property design foundation with M – 15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and technical specification clause 1701.2.2 ii) 60cm equilateral triangle

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC: 67 made of 1.5mm Thick M.S sheet duly stove enameled Paint white colour in front and grey colour in back with reflective border of 65mm width and required letters, figures with reflective tape of engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG sheet tube firmly fixed to the ground by means of property design foundation with M – 15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and technical specification clause 1701.2.2 iii) 60cm circular

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC: 67 made of 1.5mm Thick M.S sheet duly stove enameled Paint white colour in front and grey colour in back with reflective border of 65mm width and required letters, figures with reflective tape of engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG sheet tube firmly fixed to the ground by means of property design foundation with M – 15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and technical specification clause 1701.2.2 (vi) 60cm x 60cm Square

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm 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 75mm 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 coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1.

Providing 15 nos rumble (for each location) strips covered with premix bituminous carpet, 15.2mm high at centre, 250mm wide placed at 1m centre to centre at approved location to control speed, marked with white strips of road marking paint

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii) (ii) Granular material

Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 II. In 1:4 cement mortar

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

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. (B) 1000 mm dia

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick masonry including disposal of unservicable material and stacking the serviceable material with all lift and lead of 1000 metres as per technical specification clause 202. I. By Manual means, (c ) Reinforced Cement Concrete

Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (With Curshed Stone). PCC Grade M1 (Nominal mix 1:3:6)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (With Crushed Stone). PCC Grade M20 (Nominal mix 1:2.5:5, Hand mixed)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (With Crushed Stone). PCC Grade M20 (Nominal mix 1:2:4, Hand mixed)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (With Crushed Stone). PCC Grade M20 (Nominal mix 1:2:4)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (With natural Gravel). RCC Grade M20 (Height Upto 5.0M)

Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specifications Clauses 1002, 1005, 1010 and 1202

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 I. In 1:3 cement mortar

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4, 1205.5 (For Design Mix RCC M30) Height upto 5.0M

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 ii) Earth Filling (for marshy Soil)