Pradhan Mantri Gram Sadak Yojana Tender

Construction of Subgrade and Earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 3002.2 with lead upto 1000m as per Technical specification clause 303.1 a) From Private land Shoulder

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 rotovator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 For Grading II material

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 wheeled 80-100 KN static roller in stages to proper grade and camber, applying and brooming, stone acreening/binding matrials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per technical specification clause 405 For Grading II

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 wheeled 80-100 KN static roller in stages to proper grade and camber, applying and brooming, stone acreening/binding matrials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per technical specification clause 405 For Grading III

Providing and applying primer coat with bitumen emulsion (CSS1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.7 - 1.0kg./Sqm using mechanical means as per Technical specification clause 502

Providing and applying tack coat with bitumen emulsion (CRS1) using emulsion pressure distributor @ 0.20 to 0.25 kg per sqm on the prepared bituminous / granular surface treated with primer and cleaned with hydraulic broom as per technical specification clause 503

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or 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 three wheel 80-100 kN static roller capacity, finished 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 Case I: By manual means iv. Open-Graded Premix Surfacing using cationic Bitumen Emulsion (CMS)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type A, Type B and Type C as per Technical specification clause 510 with cold binder (as per IRC:SP:100:2014) and through credible technology partner duly licensed by CRRI A. By manual Means CaseIII- Type C (9.5mm to 2.36mm) Bitumen Emulsion (RS-2)

Logo of PMGSY Project: Providing and fixing of typical PMGSY Informatory SignBoard with Logo as per MORD pecifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm 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 lowermost frame 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 topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SWG steel plate tube. All MS 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 frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1.

Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC:8-1980, fixing in psotion including painting printing etc. ii) Ordinary kilometer stone (precast)

Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC:8-1980, fixing in psotion including painting printing etc. iii) Hectometer stone (precast) (200m stone)

Semi reflective Traffic Signs : providing and erecting direction and place identifications of semi reflective sign board as per IRC : 67 made of 2mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 70mm width and required letter and figures with reflective tape engineering grade as per clause MORD specifications of required shade and colour supported and welded on 47mm x 47mm x 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701. (ii) 60 cm Equilateral Triangle

Providing 10 nos rumble 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.

Earth work in excavation for foundation of structuresupto 3 m depth as per drawing and technical specifications clause 1104 including setting out,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil A. Manual Means (Without dewatering)

Dismantling the existing structure like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (1) B. Cement Concrete B. Brick work in Cement morter

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

Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand,moorum or approved granular material as per Clause 1105 (ii) ii) Granular Material

Brick masonry work in cement mortar in foundation of Head walls complete excluding pointing and plastering as per drawing & Technical Specification Clause 1109 (A) Brick Masonry in 1:4 cement mortar

Plastering with cement mortar (1:4), 15mm thick on brick work in sub-structures as per Technical specification.

Providing & 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 masonary works in head walls and parapets Clause 1106. 1000mm dia Pipe

Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clause 802 , 803, 1202, & 1203. A. With crushed stone. I. P.C.C. Grade M-10 Nominal mix 1:3:6

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Coursed rubble masonry (1st sort) In 1:3 cement mortar

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

Providing and laying reinforced cement concrete in super structure as per drawing and Technical Specification Clause 800, 1205.4 and 1205.5 A. With crushed stone I. R.C.C grade M 20 I. For nominal mix 1:2:4

Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification Clause 1204.3.8 ii) Sandy material