Construction of Bridge at RD 15000 of Bathinda Distributory

Amount

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. (Depth upto 3 m)

PCC 1:3:6 (M-10) nominal mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by viberation i/c curing for 14 days as per drawing and technical specification.

Cement concrete M -15 in sub structure including centring & shuttering but excluding steel reinforcement complete in all respects as per drawing and Technical Specifications as per drawing and technical specification. (Up to 5 m height)

RCC M -30 in sub structure including centring & shuttering but excluding steel reinforcement complete in all respects as per drawing and Technical Specifications as per drawing and technical specification. (Up to 5 m height)

Furnishing and placing RCC in M -30 in Deck slab including centring & shuttering but excluding steel reinforcement complete in all respects as per drawing and Technical Specifications.

Providing and laying 75 mm thick Wearing coat consisting of 50 mm thick bituminious concrete and 25 mm thick mastic asphalt including tack coat.

RCC M-40 Anti crash railing with footpath including centring and shuttering but excluding steel reinforcement complete in all respects.

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

Supplying, fitting and placing uncoated HYSD Fe 500 bars reinforcement for foundation, complete as per Drawing And Technical specification.

Supplying, fitting and placing uncoated HYSD Fe 500 bars reinforcement for sub structure, complete as per Drawing And Technical specification.

Supplying, fitting and placing uncoated HYSD Fe 500 bars reinforcement for super structure, complete as per Drawing And Technical specification.

Providing and laying filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall/return wall to the full height compacted to a firm condition 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.

Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1 litre for 2 sqm.

Plain Cement Concrete M-15 in top flooring complete as per Drawing and Technical Specifications.

Extra for laying earth as per specifications for Compaction of earth in 20 cm layers, dressing, watering the earth and rolling to specifications. (For ramps)

Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 8.91 Km including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead.

Reinforced Cement Concrete M-30 in Approach Slab including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification.

Providing and fixing tar paper bearing abutment cap rubbed smooth.

Providing and making of expansion joint filled with joint sealing compound bitumen filler.

Providing & fixing 20 mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications.

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply suportsd spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and technical specifications.

Providing and fixing Cat eyes.

Providing and Fixing Hand Rail over Crash Barriers.

Informatory sign board 600 x 600 mm square as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2 mm thick aluminium sheet with 25 x 25 x 3 mm angle iron frame supported on a mild steel angle iron post 65x65x6 mm without cost of definition plate firmly fixed to ground in foundation cconcrete 1:2:4 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications.

Laying 1st class burnt brick work laid in CSM 1:4 in foundation and plinth level i/c supply, carriage, loading and unloading of all required material from source to site of work i/c labour charges complete in all respects.

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth.

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.50 to 3.00 mtr depth.

Earthwork excavation in foundation, 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 side 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 a lead of 30 metres.

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per PWD specification

Laying cement water slurry 1:3 with cement @ 2.25 kg/sqm as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge.

Providing and laying Cement concrete 75 mm thick or less (60 mm) without mechanical paver for irrigation channels, using cement concrete (M15) mixed in automatic computerized batching and mixing Plant and transported to the site in transit mixers with an avg. lead of 1 km including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge. (for side lining & bed)

Providing and laying cement concrete M-15 for coping mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications.

Providing and laying cement concrete M-15 for Sleeper mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications.

Shuttering for faces of Concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications.

Filling of contraction Joints with sealing compound to be applied hot after applying primer coat including supply & carriage all material complete in all respect.

Applying Bitumen Primer coat on concrete surface and top of sleeper for construction joints, Expansion Joints & Contraction Joints including supply, carriage of material complete in all respect.

Laying LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge.

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

Dewatering with tractor driven pump.

SUKHMANDER SINGH CONTRACTOR