Lining and Relining of w/c with u/g pipeline/Brick lining of Outlet RD 3590-R of Mr. No. 6 of Kotra Disty.

Amount

Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. upto 1.5 mtr depth

Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. from 1.5 to 2.25 mtr depth

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement .

10mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding.

10mm thick cement plaster 1:4 on bed and top.

Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement

Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle

Cement concrete 1:4:8 with brick ballast 40mm gauge

Providing Lowering, jointing and cutting of RCC NP-2 plain end pipes 500mm dia with RCC collars and laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect

Providing Lowering, jointing and cutting of RCC NP-2 plain end pipes 600mm dia with RCC collars and laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect

Providing Lowering, jointing and cutting of RCC pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment ( @2.5 metre / No)

Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank.

Providing & fixing M.S. foot rests made of 23x25 mm square bar including fixing in manholes complete with cement concrete 1:2:4

Providing and fixing of Alfa Alfa Valve 500mm fitted on riser pipe to act as Nakka (D Regulators)

Providing and fixing of Alfa Alfa Valve 600mm fitted on riser pipe to act as Nakka (D Regulators)

Centreing &shuttering for Concerte faces

Providing & Fixing of steel shutter gates assembly in main pipeline complete in all respect (500 mm dia)

Providing & Fixing of steel shutter gates assembly in main pipeline complete in all respect (600 mm dia)

Dismantling of Brick work in Cement

Earthwork excavation in ordinary soil exclusive of compensation of earth, kassi work undressed involving an average horizental throw upto 2 Mtr and an average vertical lift upto 0.5 mtr including breaking of clods

Earthwork undressed with combined lead upto 15 mtr including breaking of clods Item no.(Item no.6.2(b))

Dressing of new earthwork (Item No.6.3(i))

E/work filling in 0.152 mtr layers in foundation including ramming, watering and consolidation under bed

Rehandling of earthwork recently deposited after excavation (Item 6.2(a)-20%)

Dag belling, single kassi stroke with minimjm of 7.5 cm depth (Item no.6.18(a))

Dressing of bed and preparation of sub grade for lining (Item no.19.1)

Providing and laying brick ballast (Item 10.30)

Providing and laying brick bats (Item 10.29)

Supply of RCC shutter with one extra frame

Fixing of R.C.C. Shutter

Providing and laying cement concrete 1:6:12

HARPREET SINGH CONTRACTOR (BID ID -609235)