Construction of Bageshwar Amsarkot Motor Road to Nadigaon Motor road in district and Constituency Bageshwer Under State Sector

Amount

Construction of Embankment with Material Obtained from Borrow Pits 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 meetrequirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause305.1 including setting out, construction of shoring and bracing, removal of stumps and otherdeleterious material and disposal upto a lead of 50 m, dressing of sides and bottom andbackfilling in trenches with excavated suitable material.

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Plastering with cement mortar (1:3), on brickwork in substructure as per technical specification Clauses

Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2

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

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:3:6)

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 thestructures with slope of 1(V):20(H) towards drawing face complete as per drawing andtechnical specification Clauses 614, 709, 1204.3.7

Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions)

For RCC Wall Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause305.1 including setting out, construction of shoring and bracing, removal of stumps and otherdeleterious material and disposal upto a lead of 50 m, dressing of sides and bottom andbackfilling in trenches with excavated suitable material.

Ch. 80.00 to 160.00 For Retaining Wall 11.50 M Height

Ch. 160.00 to 270.00 For Retaining Wall 13.50 M Height

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5)

Ch. 80.00 to 160.00 For Retaining Wall 11.50 M Height

Ch. 160.00 to 270.00 For Retaining Wall 13.50 M Height

reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M25

Ch. 80.00 to 160.00 For Retaining Wall 11.50 M Height

Ch. 160.00 to 270.00 For Retaining Wall 13.50 M Height

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 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)

Ch. 80.00 to 160.00 For Retaining Wall 11.50 M Height

Ch. 160.00 to 270.00 For Retaining Wall 13.50 M Height

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 thestructures with slope of 1(V):20(H) towards drawing face complete as per drawing andtechnical specification Clauses 614, 709, 1204.3.7

Ch. 80.00 to 160.00 For Retaining Wall 11.50 M Height

Ch. 160.00 to 240.00 For Retaining Wall 13.50 M Height

Ch. 240.00 to 270.00 For Retaining Wall 13.50 M Height

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

Ch. 80.00 to 160.00 For Retaining Wall 11.50 M Height

Ch. 160.00 to 270.00 For Retaining Wall 13.50 M Height

Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.

Ch. 80.00 to 160.00 For Retaining Wall 11.50 M Height

Ch. 160.00 to 270.00 For Retaining Wall 13.50 M Height

Metal Beam Crash Barrier Type -A(W)

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5)

Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra)

For 750 mm dia Hume Pipe Culvert

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:3:6)

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single RowProviding and laying reinforced cement concrete pipe NP4 for culverts on first class bedding ofgranular 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.

WBM Grading 1 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 wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.By Mechanical Means