Estimate for Concrete Lining of Jalalabad from RD 22500-34000 including Construction of VR Bridge at RD 33000

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.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 ( sleeper + toe wall)

extra bitumen painting @0.69 kg/sqm

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.

Cement concrete lining 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 1Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) Bending and fixing iron rungs on linedslopes as per IS code:; 3873-1993

Bending and fixing iron rungs on lined slopes as per IS code 1873-1993

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. (A) Disposal/carraige from 0 upto 450m

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. (B)Disposal/ carraige additional beyond 450m upto 1Km

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. (C) Disposal/carraige for every additional Km upto 3 Km

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. 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 DEPTH UP TO 3 MTR

DEPTH ABOVE 3 MTR AND UPTO 6 Mtr

CCM-15 plain/ Reinforced Cement Concrete in open Foundation complete as per drawing and specifications.

PCC 1:3:6 (M-10)Cement Concrete nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanlically mixed, placed in foundation and compacted by vibration including curing for 14 days.

R.C.C M25 in open Foundation complete as per drawing and specifications.Using Batching Mixer

R.C.C M30 in open Foundation complete as per drawing and specifications. Using Batching Mixer

Furnishing and placing reinforcement / prestressed cement concrete RCC Grade M-30 for solid slab super structure using batching mixing plant ht.upto 5 m as per Drawing and Technical specification including shuttering & centering

Reinforced Cement concrete Approach Slab using M-30 GRADE concrete including Reinforcement and form works complete as per drawing and technical specification

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

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 , approches to the bridge structure and medians constructed with m-40 grade concrete as per dimension as per instruction of enginner incharge exculding steel reinforcement

Providing and filling expansion joint with special impervious hot pour 20 mm wide and 600 mm deep

Suppling fitting & placing uncoated HYSD bar Reinforcement in sub structure complete in drawing and technical specification

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 900X900mm 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 .

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 arrangement by pumping set 4"X4" (Tractor Driven)

Providing and laying boulder appron laid in wire crates made with 4 mm dia GI wire conforming to IS:280 & IS:4826 IN 150X150 mm mesh (weaved diagonally) including 10 % extra for laps and joints laid with stone boulders weighing not less than 18 kg, including excavation for trimming.

(6.6) 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.( For excavation of coping and sleeper)

Laying cement concrete 1:3 :6 (M-10) with stone ballast or shingle I/c supply and carriage of material at site of work complete in all respect

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.

Bending binding and placing in position steel reinforcement

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.

Plain Cement concrete 1:4:8 With aggregate stone 40mm gauge. mixing by mechanical means using concrete mixer volumetric type CSR item 10.11 b(ii)

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. CSR item 9.8

Earth work for dismantling or construction of new pipe or barrel type outlets (including excavation, refilling, consolidation and dressing) with H upto 0.5 m (CSR item 20.1 a(i))

Earth work for construction of new OF.,APM or OSM type outlets with H upto 0.5 m (CSR item 20.1 d(i))

Dismantling O.F., A.P.M. or O.S.M. Type outlets consisting of total dismantling i.e. R.C. Slab and cement masonry. With H upto 0.5 m (CSR item 20.2 b(i))

Adjusting A.P.M. to the correct Y and fixing in position CSR item 20.4a

Extra labour for dressing bricks On O.F. And A.P.M. type outlets With H upto 0.5 m CSR item 20.10 (i)

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 (CSR item 20.15(i)

Any Other Item

M/s. shivji Singla and Sons, SIRSA

GURDEV SINGH CONTRACTOR

M/s Khara Contractors