Pradhan Mantri Gram Sadak Yojana Tender

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved materials obtained from borrow pits with aIl lift and leads upto 1.5m, transporting to site, spreading , grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 a) Private Land

Construction of Subgrade & Earthen Shoulder (Including Cushioning for Culverts) Construction of Subgrade and earthen shoulder with approved materials obtained from borrow pits with aIl lift and leads, taansporting to site, spreading , grading to required slope and compacting to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 i) Private Land

Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embanknkment with a lift upto 3m and lead of 50m (average lead 25 m) as peratechnical specification caluse 307 A) Manual Means

Granular Sub-base with Well Graded Material (B) By mix in Place Method Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,compacting with smooth wheeled roller to achieve the desired density, complete as per Clause 401 ii) For Grade II Material

2) Water Bound Macadam Grading 2 Using stone screening Type-B 11.2mm for Gr-2 Providing, Laying, Spreading and compacting stone aggrigates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarses aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 A) By Manual means.

3) Water Bound Macadam Grading 3 Using stone screening Type-A 13.2mm for Gr-3 Providing, Laying, Spreading and compacting stone aggrigates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarses aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405 A) By Manual means.

Prime Coat i) Low Porosity Providing and applying primer coat with Bituminous emulsion (CSS-1) on prepared surface of granular base/WBM/WMM including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502 I)With bitumen emulsion-CSS-1h

Tack Coat i) Providing and applying Tack Coat with bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.20 to 0.25kg per sqm. on the prepared bituminous surface cleaned with hydraulic broom as per Technical Speification Clause 502

20mm thick Open Graded Premix carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 (using concrete mixture of 0.4/0.28 cum capacity with cationic emulsion Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or bitumen emulsion 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 smooth wheeled roller 80-100kN static roller capacity to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.2

Seal Coat Seal Coat with Cold Mix Binder - Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels grade and cross fall using Type A, B and C as per technical specification clause 510. With cold mix binder (as per IRC:SP:100-2014 and credible technology partners duly lisensed by CRRI Manual means Case II: Type B (2.36mm to 180 micron) Bitumen Emulsion (RS-1)

Kilometre Stone Reinforced cement concrete M 15 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 b) Ordinary Kilometre stone(precast)

Kilometre Stone Reinforced cement concrete M 15 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 b) 5th Kilometre stone(precast)

A Retroreflectorised Traffic Signs 1. Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3 fixed over aluminium sheeting, 2 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and technical specification clause 1701 ii) 60 cm equilateral triangle

A Retroreflectorised Traffic Signs 1. Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3 fixed over aluminium sheeting, 2 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and technical specification clause 1701 iv) 60cm circular

A Retroreflectorised Traffic Signs 1. Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3 fixed over aluminium sheeting, 2 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and technical specification clause 1701 iv) 90cm octagonal

Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specification and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 mm 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 post duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm below ground level. The top most dimond plate will be welded to middle plate by 47mm x 47mm of 12 SWG sheet plate tube. All M.S. will be stove enameled on both sides. Lettering and painting 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 and technical specification clause 1701 and Annexure 1701.1

Providing and Fixing Citizens Information Board Providing and fixing of typical Citizens information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel palte on back on edges. The 4 nos. steel plate will be welded horizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75 mm x 75 mm of 12 SWG sheet tube posts duly welded to vertical tubes. All M.S. will be stove enameled on both sides. Lettering and printing arrows, boarder etc. will be paintedwith ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed pasts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexue 1700.1

Rumble Stripes Provision of Rumble Stripes coveredwith premix carpet 15.2mm high st 250 mm wide placed at 1 m centre to centre at approved locations to control speed, marked with white strips of road marking paint b. Painting

Rumble Stripes Provision of Rumble Stripes coveredwith premix carpet 15.2mm high st 250 mm wide placed at 1 m centre to centre at approved locations to control speed, marked with white strips of road marking paint b. OGPC

Excavation for Structures Earthwork in excavation of foundation of structures upto 3m as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material

P.C.C. 1:3:6 in Foundation Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification clause 802,803, 1202, 1203 I) PCC Gr. M10 (Nominal mix 1:3:6)

Bedding of Pipe i) Type A (Concrete Cradle) bedding with M15 Grade Cement as per clause 1105 (i)

Stonr Masonry work in cement mortar in foundation of head walls complete excluding pointing and plastering complete as per drawing and technical specification clause 1109 A) Random Rubble

Stone Masonry Work in Cement Mortar in foundation Complete as per drawing & Technical specification clause 702, 704, 1202, 1203 A) Random Rubble

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 in Single Row including fixing of collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonry works in head walls and parapets Clause 1106 B)1000 mm dia

Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Double Row Providing and Laying Reinforced Cement Concrete pipe NP3 for culverts on first class bedding in Double Row including fixing of collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonry works in head walls and parapets Clause 1106 B)1000 mm dia

Construction of Subgrade & Earthen Shoulder (Including Cushioning for Culverts) Construction of Subgrade and earthen shoulder with approved materials obtained from borrow pits with aIl lift and leads, taansporting to site, spreading , grading to required slope and compacting to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 i) Private Land

Plain/Reinforced Cement Concrete in substructure complete as per drawing and technical specification caluses 802, 805, 806, 807, 1202, 1204 I. P.C.C M-20,

Stone Masonry work in cement mortar in Sub-Structure complete as per drawing and technical specification caluses 600, 1202 & 1203 i. Random Rubble

Plastering with cement mortar (1:4) on brickwork in substructure as per technical specification caluse 613.4 & 1204

Providing weep holes in brick masonary/stone masonary, plain/reinforced concrete abutment , wing wall, return wall with 100mm dia A/C 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

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (I) Granular Material

Providing & laying filter media with granular crushed aggrigate to a thickness not less than 600 mm with smaller size towards the soil & bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing & technical specification clause 1204.3.8

Providing and Laying Reinforced Cement Concrete in superstructure complete as per drawing and technical specification caluses 800, 1205.4, 1205.5 A. With Crushed Stone II RCC M25 b Upto a height of 5m

Supplying Fitting and fixing TMT Bar reinforcement in super-structure in substructure complete as per drawing and technical specification clause 1002, 1010, 1202