Construction of high level bridge single span 10m over Majitha Hadira Tarpal Drain crossing Majitha Sohian road in District Amritsar.

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 approved material. Up to 3 mtr. depth.

Above 3 m up to 6 m depth

P.C.C 1:3:6 nominal mix in Abut. base 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-30 in footing including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification.

Reinforced Cement Concrete M-30 in Substructure including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification. Upto 5 mtr height.

Rubbing abutment cap and pier cap with Corborandam stone complete in all respects as per PWD specifications.

Furnishing and placing reinforced cement concrete M-30 in Deck Slab including centering shutering but excluding steel reinforcement as per drawing and Technical Specification .

Providing and laying 56 mm th.wearing coat consisting of 50 mm th. Bituminous concrete over 6 mm thick Mastic asphaltic with tack coat Providing and laying 6 mm th. Mastic asphaltic with tack coat

Providing and laying 50 mm th. Bituminous concrete

Providing and laying of expansion joint with bitumen filler ( as per C S R 22.15 (iv)

Construction of R.C.C M-40 Anti- Crash railing with safety kerb including centering shuttering but excluding steel reinforcement complete as per Drawing and Technical Specifications.

Drainage Spouts complete as per drawing and Technical specification

Supplying, Fitting & Placing uncoated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Supplying, Fitting & Placing uncoated HYSD bar Reinforcement in sub structure complete as per Drawing and Technical Specifications.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.

Providing and laying of 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 and 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 80 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

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

Providing and fixing Cat eyes

Providing and fixing Delinators

Providing and fixing Display Boards (size 900x600mm) (C.S.R 24. 47 )

Providing and layng centre line with thermoplastic paint

Construction of embankment with approved material obtained from borrow pits with attl lift and leads, trasporting to site spreading grading to required slope and compacting to meet requirement of table 300-2

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Provding, laying spreading and compacting graded stone aggregate of wet mix macadam specification including premixing the material with water at OMC in mechincal mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density

Providing and applying primer coat with bitumen emulsion on prepared surface and spraying primer at the rate of 0.85 Kg/sqm unsing mechanical means

Prviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm. on the prepared bituminous / granulor surface cleaned with mechanical broom.

Provinding and laying dense graded bituminous macadam with 100-200 TPH batch type HMP producing an average output off 75 tonnes per hour using crushed aggregates binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Providing and laying bituminous concrete with 100-120 TPHbatch type hot mix plant producing an av. Output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 to 5.6% of mix and filler.

Supply of 600mm dia Hume pipes in two rows including laying and jointing end and fixing collar with cement mortor 1:2

Place Identification Sign Board 900x600mm Rectangular Place Identification sign board 900x600mm rectangular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet with 25x25x3mm angle iron frame supported on two mild steel angle iron post 65x65x6mm firmly fixed to ground in foundation concrete 1:2:4 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications

Credit of Old hume pipe

Dismentling of RCC Slab

B.B. Work in Cement Sand Mortor

Steel

Brick Bats

Jarnail Singh Govt Contt

SIDHARTHA CONSTRUCTION CO

J.S. Enterprises