Estimate for Concrete Lining of Jalalabad from RD 34000-45000 including Construction of VR Bridge at RD 37930

Amount

Jungle clearance on running canals and branches, and drains with discharge more than 9 cum/s.(Heavy type)

Dressing and preparation of sub grade for lining For Side slope Lining

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes.

Providing and laying LDPE film 150 micron over sleepers

Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers. Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0 mtr.

Computerized Batching & Mixing plant mixed concrete lining on side slopes for vertical height above 2 m but upto 3.5 m.

Bending and fixing iron rungs on linedslopes as per IS code:; 3873-1993

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections,including all lifts and combined lead upto 30m.

Dressing of Earth work. New work or remodeling work

Extra for compaction of E/work i/c watering ,laying and rolling to specifications

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing. (CSR Item No. 19.19 (a, b & c)) i) Depth 0 to 1.50 Meter

Depth exceeding 1.50 meters But up to 3.00 meters.

Depth exceeding 3.00 meters. But up to 4.50 meters.

Dismantling of Old Bridge (RCC Main Slab)

Dismantling brick work, tile masonry or tile lining (in cement mortar).

Earth work in Excavation in of foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing , removal of stumps and other deleterious matter( CSR 21.1 B) dressing of sides & bottom & backfilling earth excavated surplus soil Mechnical means DEPTH UP TO 3 MTR

DEPTH ABOVE 3 MTR AND UPTO 6 MTR

PCC M-15 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC M-25 With Batching Plant, Transit Mixer and Concrete Pump

R.C.C M30 in open Foundation complete as per drawing and specifications. With Batching Plant, Transit Mixer and Concrete Pump

Furnishing and placing reinforcement / prestressed cement concrete RCC Grade M-30 for solid slab by using Using Batching Plant, Transit Mixer and Concrete Pump ht.upto 5 m For Solid slab super-structureincluding centering and shuttering as per Drawing and Technical specification including shuttering & centering

Reinforced cement concrete approach slab using M-30 grade concrete , including reinforcement and formwork complete as per drawing and Technical specification

Providing and fixing drainage spout complete as per drawing and Technical specification. For Bridges

Providing weep holes in brick masonry/Reinforced concrete abutment, wing wall/return wall with 100 dia PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Drawing and Technical Specifications.

Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , as per dimensions in the PWD stanadard drawing No 27.Section 1,Including form work but excluding steel reinforcementand at locations directed by the Engineer, all as specified-with concrete mixture.

Providing and Filling expansion joints with special impervious hot pour 20mm wide, 600 mm deep

Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates.

Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications.

Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 as per clause 6.9 of IRC 67-2012 for retro reflective sheeting

Mandatory sign board 900 mm circular as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade complete as per technical clause 801 MORT&H specifications.

Advance Direction sign board 1200x1200mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per clause 6.9 of IRC 67-2012 for retro reflective sheeting &a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade as per clause 801 of MORT&H specifications

Providing & Fixing Cat Eye

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.

Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface

Making dewatering arrangements by pumping set 4" x 4" (tractor driven)

BRIDGES- FOUNDATIONS & SUB- STRUCTURE. Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(for sleepers & toewall). PCC Grade M15

Cement concrete coping 150mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)

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. Disposal/carraige from 0 upto 450m

Disposal/ carraige additional beyond 450m upto 1Km

Disposal/carraige for every additional Km upto 3Km

Extra bitumen painting at 0.69 Kg. per sqm

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.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

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

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

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

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Earth work for dismantling or construction of new pipe or barrel type outlets (including excavation, refilling, consolidation and dressing). Channel discharge upto 1.5 cums per second.

With Earth work involved in constructing new O.F., A.P.M. or O.S.M. type outlets. h H upto 0.5 m

Dismantlingoutlets including removal of dismantled material involving lead upto 100 metres. Dismantling O.F., A.P.M. or O.S.M. Type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry. With H upto 0.5 m

Adjusting A.P.M. to the correct Y and fixing in position:- In case of new outlet where no dismantling and reconstructing of gullet wall is involved.

Extra labour for dressing bricks On O.F. And A.P.M. type outlets With H upto 0.5 m

Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976. 0.20 ft = 6.1 cm (min wt 65 kg)

Any Other Item

SUKHDEV SINGH CONTRACTOR

M/s Rajinder Kumar Co.

M/s. shivji Singla and Sons, SIRSA