Pradhan Mantri Gram Sadak Yojana Tender

Earth work in hill road "Excavation in hilly area for construction of road in all type of soil and rock with E&B and BIB as met at site true to line as per L-Section, camber/Ssuper elevation as required also including uprooting and cutting of bushes, dressing of road surface to therequired level and slope with all lead, lifts and safe disposal of surplus excavated material at suitable dumping place and forest land including slip clearance during hillside cutting as directed by engineer-in-charge including supply of all material, labour and T&P etc. required for proper completion of the work.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. PCC Grade-M10 FOR ABUTMENTS, APPROACH SLAB & for Parapets

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806,807, 1202 and 1204. RCC Grade-M25 FOR ABUTMENTS AND RAFT

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC Grade-M25 for DECK SLAB, KERB, WEARING COAT & APPROACH SLAB

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.(Randum Rubble Masonary in Cemant Mortar 1:5): APPROACH WALLS AND For Parapets

Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials, labour, T&P & royalty etc, required for proper complition of work. APPROACH WALLS

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

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8(Granular material) FOR ABUTMENTS AND FOR APPROACH WALLS

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. FOR ABUTMENTS

Cement plum masonry with 40% plum & 60% 1:3:7 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications). FOR PROTECTION WORKS

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 .(The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6) DECK SLAB & KERB, ABUTMENT (L/S & R/S) & APPROACH SLAB

Supply of Structural Steel Conforning IS: 226 and Fabrication of Steel Truss (Girder) Bridge as per Detailed Drawing as per MORT&H Specification No. 1904 including Shop Erection of the Bridge and including one caot of Anti-Corrisive Red oxide Paint confirming to IS:102 including all T&P, Nuts & Bolts, Washers and also including Supply and Fixing of Shop Rivets reffered as per Drawing, Cutting & Threading etc. refered as per drawing Drawing. The Rates shall include Match Marking and Numbering of all parts and proper stacking the premise of Workshop before Carriage to site of work. The Rates shall include cost of all materials, its wastage in cutting, bending if required, welding, making holes. Shop Rivetting equipments shall be arranged by the contractor at his own cost, which shall be taken back by the contractor after satisfactory completion of the work. This also includes supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-charge

Erection of Steel Truss (Girder) Bridge as per drawing with metre required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor, (duly weighted by a recognised reputable institution/consultant if required) and approved by the engineer-in-charge. Service bolts to used shall be of GKW make or any other as approved by engineer-in-charge, including cost of all labor, T&P, equipments and consumables required for proper completion of the work as per MORTH specification no. 1905 and as per directions of the engineer-in-charge.

Drainage spouts complete as per drawing and technical Nos. specifications Clause 1209

Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701.

White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915. FOR Kerb, For Parapets

Painting two coats including prime coat on new concrete surface For Kerb

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. including Design Drawing and Testing of Bearing. Capacity 138 MT for Per Bearing

Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications Clauses 1207.2.3.

Construction of parapet as per standard drawing including supply of all material, labour, T&P etc. required for proper completion of the work.Construction of parapet (mud and RR 1:5)

Plaster-1:4

Flush Pointing - 1:3

Providing concrete for plain/reinforced concrete in sub-structure complete as per drawings and technical specifications Clause 802,804,805,806,807,1202, & 1204 (PCC Grade M20)- OVER APPROACH, For Parapets

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301.

S/F of field revetts including supply of all labour,material T&P etc. required for proper completion of work as per direction of Engineer in charge. 20 mm dia

Providing & fixing Title information board as per standard drawing duly painted and written as per direction of Engineer-in-charge in the starting and end of the road .

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