Pradhan Mantri Gram Sadak Yojana Tender

Providing and laying of plain/Reinforced cement concrete of Grade M-15 in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. Including cost of curing and form work, all leads, lifts and carriages of materials by MT complete.

Filling with earth in trenches as per drawings & Technical specification Clause 305.3.9 including all leads, lifts, carriages of materials by MT complete

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mm x 100mm mesh (woven diagonally) including 10% extra for laps and joints laid with available stone boulders from cuttingweighing not less than 25kg each as per drawing & technical specification clause' 1301. including all leads, lifts and carriages of materials by MT complete.

Back filling behind abutment , wing wall and return wall as per drawings and technical specifications clause 1204.3.8 including all leads, lifts, carriages of materials by MT handling and re-handling complete. (With available stones)

Providing and laying reinforced cement concrete NP3 pipes 1000mm dia for culverts on 1st class bedding of granular material bedding in single row including fixing collar with cement motar 1:2 (1 cement : 2 sand) excluding excavation, protection works, back filling cement concrete and masonry work in head walls parapets clause 1106 but including all leads, lifts, carriages of material by MT complete

Providing and laying reinforced cement concrete of Grade M-25 in super structures complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202, 1204, 1205.4 & 1205.5 . Including cost of curing ,and form work , all leads, lifts and carriages of materials by MT complete.

Supplying, fitting, and placing HYSD bar reinforcement in sub Structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 including all leads, lifts and carriages of materials by complete.

Polygonal/ Random Rubble masonry un-coursed brought to course laid dry with Nallah stones in sub structure including cost of through/bond stones including all leads, lifts and carriages of materials by MT complete using stone available at site obtained from cutting

Providing and laying of plain/Reinforced Cement concrete of Grade M-20 in Sub-Structure complete as per drawings & Technical specification Clauses 802, 804, 805,806, 807, 1202 & 1204. Including cost of curing, form work , all leads, lifts and carriages of materials by MT complete. For height upto 5.00 mtr

Supplying, fitting, and placing HYSD bar reinforcement inSub Structure (Fe 415)complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 including all leads, lifts and carriages of materials by complete.

Polygonal/ Random Rubble masonry, uncoursed/ brought to course in I cement; 6 fine sand mortar with nallah stone in sub structure incl. levelling up at specified levels with M5 nominal mix (size of stone agg 20mm nominal) concrete incl. cost of through/bond stone (incl. all carriages handling and rehandling complete.

Providing and laying plain/reinforced cement concrete Grade M20 in open foundation as per drawing and technical specification clause 802,804,805,806,807 and 1202(PCC grade M-20 nominal mix 1:2:4) crushed aggregate 40mm to 10mm size (incl. all carriage handling of material complete)

Preparation of Subgrade by way of compacting original ground supporting subgrade, loosening of the ground upto a leval of 300mm below the sub grade level watered graded and compacted in layers to meet requirement of tables 300.1 and 300.2 for subgrade construction as per technical specification clause 303.5.2 including clearance of longitudinal drain , surface corrections by way of filling of ruts, clearance of landslides wherever exist, removal of vegetations of all sorts including all carriages of materials by MT leads and lifts complete disposal of the surplus material without damaging public property/ private properties complete job Preparation of Subgrade by way of compacting original ground supporting subgrade, loosening of the ground upto a leval of 300mm below the sub grade level watered graded and compacted in layers to meet requirement of tables 300.1 and 300.2 for subgrade construction as per technical specification clause 303.5.2

Construction of granular sub-base 100MM thick 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

Providing, laying, spreading. and compacting graded stone aggregates to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100KN in stage to proper grade and camber applying and brooming , stones screenings/ binding material to fill up the interstices of coarse aggregates and compacting to the required density grading III as per tech. specification clause 405 by manual means including all carriages of materials by MT , leads and lifts etc complete

Providing and laying of Bituminous macadam 50mm thick With hot mix plant using crushed agg. As per table 550.4 premixed with bituminous binder, transported to site of work . Laid over a prevously prepared surface with a paver finisher to the required grade level and alignment and rolled to achieve the design compaction as per technical specification clause 504, includinc„albleads, lifts and carriages of materials by MT complete

Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular bas including cleaning of road surface and spraying primer at the arte of 0.70-1.0 kg/sqm using mechanical means as per technical specification clause 502 (Low Porosity) including all leads, lifts and carriages of materials by MT complete

Providing and applying tack coat with Bitumen emulsion (Rs-l) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bitiminous surface cleaned with Hydraulic broom as per technical specification clause 503.incIuding all leads, lifts and carriages of materials by MT complete.

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, finshed to required level and grades to be followed by seal coat of either Type B as per Technical Specification Clause 508 including all leads, lifts and carriages of materials by MT complete.

Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type B as per technical specification clause 510(type B) Bitumen VG-10 including all leads, lifts and carriages of materials by MT complete.

Construction ofsubgrade and earthen shoulder/ berm filling with approved materials deposited at site from roadway cutting and excavation from drain Construction ofsubgrade and earthen shoulder/ berm filling with approved materials obtained from borrow pits with all lifts and leads transporting spreading and graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

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 all leads, lifts and carriages of materials by MT complete.

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 including all leads, lifts and carriages of materials by MT complete.

Reinforced cement concrete M-15 grade kilometres stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and technical specification clause

Ordinary Kilometre Stone(Precast)

200 M Stone (Precast)