ESTIMATE FOR Pilot Project of BRICK LINING OF WATER COURSES AT RD 7035/L OF Johal Minor by using Fly Ash Bricks (Labour Rates)

Amount

Labour Rates for Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods.

Dressing of New Earthwork

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads for filliing. Lead 3 km

Earth Filling with ordinary soil in 15 cm layers including, ramming, watering and consolidating lead upto 30m

Labour rates for Cement conc.1:4:8 with brick ballast

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

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

Labour Rates for Providing,lowering precast concrete NP-2 Plain end pipes and collar with reinforcement in trenches to correct gradient and alignment,cutting of reinforcement cement concrete plain end pipes,stringing in trenches,jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment,gradients,levels etc complete in all respect RCC NP-2 400 mm i/d pipe

Labour rates for Dag belling single kassi stroke minimum 7.5 cm depth.

Labour rates for Dressing of Bed and Preparation of Sub-grade for Lining

Labour Rates for Pulverized FlyAsh-Lime Bricks as per class 12.5 of IS: 12894-002 laid in cement sand mortar1:6 in foundation and plinth (laying shall be done as per PWD specifications).

Labour rates for 10 mm thick Cement Plaster 1:4 on Side Walls

Labour rates for 10 mm thick Cement Plaster 1:4 on Floors

Labour Rate for Providing RCC Shutter

Labour Rate for Supplying & laying dry brick bats

Labour rates for 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. upto 1.5mtr depth All classes of soil except rocky

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved 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.

RCC slab 1:2:4 with 80 kg steel per cum

Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar confirming to IS: 1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded 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 towithstand the bend test and chemical resistance test asper 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 aggregate) complete as per design.

Construction of un-reinforced M-30 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement with Fly ash (subject to aximum 25% of cement content) of concrete, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batch mix plant as per approved mix design, transported to site in transit mixer with lead up to 10 km. laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per clause 602 of MORT&H 5th revision.

Any Other Item as per CSR Rate

ARIHANT PIPES (BID ID -607483)