Repair work on the damaged 5x8.50m span minor bridge situated over the Kadu Nala at Km 4 of the Jamo-Warisganj to Richhaura-Datanpur road in District Amethi

Clearing Jungle including uprooting of trunk vegetations grass, bush, wood trees and saplings of girth upto 30 cm. measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres out side the periphery of area cleared as per S.I. No. 2.31

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Pointing on tile brick work with cement mortar 1:3 (1 cement: 3 Coarse sand): Flush/ Ruled/ Struck or weathered pointing 13.32.1

Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.as per morth specification no 305

Plain Cement Concrete in Open Foundation in floors complete as per Drawing and Technical Specifications 1500, 1700 & 2100.morth item no 12.8 A, PCC Grade M15

P.C.C M-20.in foundation PCC Grade M20 using batching plant & manual placing Morth item no12.8 B,case i, PCC Grade M20

Providing and laying boulders pitching on the slope side for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Filter media granular materials/stone aggregates behind abutment Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.710.1.4.of IRC:78 and 2200

Construction of K & C drain on both side of patries with cement concrete 1:4:8 (Cement , sand and 40 mm guage brick ballast), M-150 brick work in 1:3 cement and coarse sand mortar and finished with struck pointing 1:2 cement and fine sand mortar including supply of all materials, labour T&P etc complete as required for proper completion of the work.

Construction of chute drain average size 0.45 x 0.30 m on the slope of embankment of approach from road surface edge to ground level with cement concrete 1:4:8 (Cement, sand and 40 mm guage brick ballast), M-150 brick work in 1:3 cement and coarse sand mortar and finished with struck pointing 1:2 cement and fine sand mortar including supply of all materials, labour T&P etc complete as required for proper completeion of the work.

Brick soling with straight over burnt bricks laid on edge and dry including preparation of sub-grade to required camber, filling joints with local earth spreading blinding coats 1 cm. deep of local earth including SI. 762(b)

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 811) height upto 5.00 mtr both side Turn on canal

S/F Retro-Reflective sign Board etc complete work.Providing and erecting direction and Place Indentification retro-Reflectorised Sign As per IRC - 67 made of High Intensity grade sheeting vide clause 801.3 fixid over aluminium sheeting ,2mm thick with area not exceeding 0.90Sqm .Supported on miled steel single angle Iron Post 75 X 75 X 6 mm firmily fixed to the ground by the mens of Properly designed foundation with M-15 Grade cement Concrete 45 X 45 X 60 cm below ground Level as per approved drawing complete (90 X 90 cm) .Only Aluminium composit sheet shall be used in small Shoulder mounted Boards .Type xi sheet shall be used in State Highway (SH) Boards and Type iv sheet shall be used other roads.PLACE IDENTIFICATION

TRAFFIC SIGN -MAXIMUM SPEED LIMIT

TRAFFIC SIGN -HEZARD MARKER

Painting or Vanishing on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior ready mixed paint of clear syuthetic varnish including supply of all materials, labour and T & P etc. required for proper completion of work. Paint to be used should confirm to the I.S.I. No. 103 1950. S.I. No. 641

Same as in item 641 above but for every coat after 1st coat Details of coat for 650 sft. Area. S.I. No 642

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