Construction of Sharda Canal Bridge, Main Approach Road and Protection Work on Bisalpur Banda-Khutar-Gola Marg New SH164 on Chainage 21.73 in District Shahjahanpur.

Amount

A-Foundation Work

Earth Work in Excavation for Pile Cap

Pile Foundation

Intial Load test of Pile

Routine Load test of Pile

Pile Cap

Lean Concrete of Pile Cap

Pile Hand breaking

Back Filling

Barricating

HYSD bar reinforcement

B-Sub Structure Work

Abutment

Abutment Top beam

Pedestal

Back wall , Dirt wall

HYSD bar reinforcement

POT/PTFE bearing 600 MT

C-Super Structure Work

BOW STRING TRUSS

RCC in deck slab

RCC crash barrier

HYSD in super structure

WEARING COAT Bituminus

Strip seal expans. joint

Drainage Spouts

Appoach Slab (Lean)

Approach Slab (Main)

65 MM Steel Pile Railing

Painting on Crash Barrier

Providing & Laying Filter Media Behind the Abutment

Weep Holes

D-Main Approach Road

Earth Work in filling for making Embankment with 12.0m Top width & 1:2 Side Slope with Carted Earth with in 5.0km area.

Granular Sub-Base with Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Cement Treated Crushed Stone Base (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Bituminous Concrete Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Brick soling with straight over burnt bricks laid on Edge and dry including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth, spreading blinding coat of 1 cm (3/8") depth of local earth of P.I. 5 to 7 or sand over the entire surface and including labour and T&P etc. required for proper completions of the work.

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.

M/s A.M. BUILDERS

THE SHELTER