road from Jamuguri Ambagaon

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 meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition)

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.5. I) private land

Plain/reinforced cement concrete in open foundation complete as per drawings and technical specification A. with crused stone (IV) PCC Grade M10(Nominal mix 1:3:6)

Providing and laying reinforced cement concrete in open foundation as per drawing and technical specifications including steel shuttering formwaork I) RCC grade M 20 Using Concrete mixer

Supplying, fitting and placing TMT bar reinforcement (Fe 500) in foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Supplying, fitting and fixing RCC guard post size 15cm dia 150cm long, 75cm above ground and 75cm below ground, with 4-12m Tor steel main steel and 6mm MS stirrups at 30cm c/c/ tied in position with annealed black wire, cement concrete proportion 1:2:4 with broken stone aggregate up to 20mm size including cantering moulding the top, curing, painted black and white alternately in 23cm strips up to 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete

culvert (6 m Span) Earthwork in excavation forfoundation of structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (3 m depth)

Plain/reinforced cement concrete in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 A. with Natural gravel (IV) PCC Grade M15

Stone masonry work in cement mortar for foundation complete as per drawing and Technical Specifications

Plain/reinforced cement concrete in open foundation complete as per drawings and technical specification Clauses 802, 804,805,806,807, 1202 and 1204 A. with Natural gravel (IV) PCC Grade M20(Nominal mix 1:2.5:5)

Drainage spout complete as per drawing and technical specifications

Filler Joint: Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

Supplying, fitting and placing TMT bar reinforcement (Fe 500D) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Supplying, fitting and placing TMT bar reinforcement (Fe 500D) in super structrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202

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

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 With crushed stone

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/ Boulder

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Retaining wall.... Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1. ordinary soil i) upto 3 m depth

plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 i) PCC M 10

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications

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

Providing P.C.C. M 20 Architectural coping on top of wall

Filter material behind etaining/ breast wall as per specification 1204.3.8 in a width of 600 m

MANJU DAIMARI