ESTIMATE FOR REHABILITATION OF FATEHPUR MINOR AT RD 46800M OF KANDI CANAL STAGE 1 HOSHIARPUR

Amount

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. Earth work upto 1.5 m. Depth for. All classes of soil except rocky

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. Exceeding 1.5mtr depth but not exceeding 2.25m depth.All classes of soil except rocky

Dressing Bed & preparation of Sub grade for lining

Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated. from outside the plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres CSR item 6.8a (i)

Earth work excavation in ordinary soil, exclusive of compensation of earth:Earth work undressed with a combined lead upto 15 metres including breaking of clods.

Dismantling Brick work tile, masonry or tile lining in cement

Dressing of earth work New work or remodeling work.

Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work.

First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth

10 mm thick plaster with cement mortar 1:3

10mm thick cement plaster 1:3 on floors

Cement concrete 1:2:4 With stone ballast or shingle, mixing by mechanical means using concrete mixer volumetric type. Complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.

Cement concrete 1:4:8 with stone aggregate 40mm gauge,mixing by mechanical means using concrete mixer volumetric type.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering).

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimum cross section as 23mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to withstand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block1:2:4( 1cement: 2sand: 4stone aggragate) complete as per design.

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed.The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all carriage etc. (B) RCC pipe Np-2

300mm i/d pipe

450mm i/d pipe

600mm i/d pipe

Any Other Item (CSR + SP)

Bamrah Infrastructure Pvt Ltd (BID ID -616585)

C.J. BUILDERS (BID ID -616884)