Reconstruction of 3 span 10 mtr each bridge at RD 40600 over Jiwan Arian Drain x-ing Faridkot - Sadiq - Deep Singh Wala -Guruharsahai - Goluka road (MDR-46) under CRF 2018-19 in District Ferozepur

Amount

Dismantling of RCC work complete as per MORT&H specification 5th revision 2013

Dismantling of Brick work complete as per MORT&H specification 5th revision 2013

Scrapping of old bricks complete as per MORT&H specification 5th revision 2013

Constn. of Diversion : Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Providing & Laying 1000mm dia Reinforced cement concrete pipe NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets complete as per MORT&H specification 5th revision 2013

Providing laying, spreading and compacting 100 mm thick well graded granular material for sub base consisting of natural sand, gravel etc. with thickness of layer not exceeding 150 mm compacted) in full formation width conforming to Grade I as per section 401 of MORT&H specifications and physical properties and gradation as laid in clause 401.2.2 and table 400-1 of MORT&H specifications respectively complete in all respects as per MORT&H specification 401, as per drawing, instructions and to the entire satisfaction of Engineer in charge, Quality Control of work and arrangement of traffic shall be maintained as per section 902, relevant clause 900 & clause 112 of MORT&H specifications-2013 (up to date 5th revision) respectively.

Brick masonry work in 1:3 in foundation complete excluding pointing and plastering, as per drawing and Technical Specifications complete as per MORT&H specification 5th revision

Reconstruction of Bridge : 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 complete as per MORT&H specification 5th revision (upto 3 mtr. depth)

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 complete as per MORT&H specification 5th revision (Above 3 m up to 6 m depth)

Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per MORT&H specification 5th revision

PCC Grade M 15 for base of flooring complete as per Drawing and Technical Specification.

Plain Cement Concrete M-30 in Open Foundation complete as per Drawing and Technical Specifications. in slab without cost of steel reinforcement but including centering & shuttering laid in position and machine mixed & vibrator, complete in all respects as per MORT&H specification 5th revision 2013

Plain Cement Concrete M-30 in Open Foundation complete as per Drawing and Technical Specifications. in slab without cost of steel reinforcement but including centering & shuttering laid in position and machine mixed & vibrator, complete in all respects as per MORT&H specification 5th revision 2013

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

Plain Cement Concrete M-M-30 in Deck Slab (Super Structure) complete as per Drawing and Technical Specifications without cost of steel reinforcement but including centering and shuttering laid in position and machine mixed & vibrator, complete in all respects as per MORT&H specification 5th revision 2013

Providing and laying 6 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and stop after cleaning the surface, including providing antiskid surface with bitumen pracoated fine grained hard stone chipping of 9.5mm nominal size @ 0.005 cum per 10 sqm and at an approximate spacing of 10 cm c/c in both directions into surface when the temperature of surfaces not less than 100 deg.c, protruding 1mm to 4mm over mastic surface, all complete as per clause 515 (including tack coat)

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of 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. 509 complete in all respects

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

Construction of R.C.C. M-40 Anti-Crash railing without safety kerb including centering shuttering but excluding steel reinforcement complete as per Drawing and Technical Specifications.

Providing and fixing Drainage Spouts with 0.6 meter long GI 100 mm dia drainage GI pipe complete in all respects as per MORT&H specification 5th revision.

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 & 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 fo MORTH specifications to a thickness of not less than 600mm 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.

Construction of cement concrete M 20 grade precast kerb 250 mm high with top and bottom width 115 and 165 mm respectively, fixed in position on earth base including carriage to site of work complete as per technical clause 408 of MORT&H specifications.

Providing and laying PCC 1:4:8 in central verge (between kerbs)

Precast chequred tiles of 20 mm thickness in ordinary gray cement without chips laid on 20 mm thick bed of cement mortar 1:3 with neat cement slurry between joints and over the base complete in all respects as per PWD specifications. (on central verge)

Applying primer coat with cement primer and Painting two coats with ready mixed exterior paint in all shades on kerbs.

PCC Grade M 20 for Top of flooring complete as per Drawing and Technical Specifications. [ As per Analysis attached ]

Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per Drawing and Technical specifications.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 18 kg each complete as per Drawing and Technical specifications.

RCC Grade M 35 in Top of Approach slab including shuttering and steel reinforcement 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 of 2 sqm.

Providing and fixing Cat eyes

Providing and fixing Delinators

Providing and fixing Display Boards (size 900*600mm) using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 as per IRC 67 2012

Providing and laying centre line with thermoplastic paint.

Construction of Bridge Approaches : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unsevicable material and stacking the serviceable material with all lifts and lead. complete in all respects as per MORT&H Specification. (Brick / Tile Work)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage from mix plant to site of work, 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 complete as per technical clause 406.1 to 406.9 of MORT&H specifications - 2013 (up to date 5th revision)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means as per clause 502.1 to 502.8 of MORT&H specifications -2013 (upto date 5th revision)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 2.50kg/10sqm. On the prepared bituminous/ granular surface cleaned with mechanical broom complete in all respects as per clause 503.1 to 503.8 of MORT&H specifications - 2013 (upto date 5th revision) and to the entire satisfaction of Engineer-In-Charge.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous 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. 507 complete in all respects.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 2.00kg/10sqm. On the prepared bituminous/ granular surface cleaned with mechanical broom complete in all respects as per clause 503.1 to 503.8 of MORT&H specifications -2013 (upto date 5th revision) and the the entire satisface of Engineer-In-Charge.

Providing and laying bituminous concrete 40 mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder Bitumen VG-30 @ 5.4% carriage of mixed material to site of work, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled, vibratory and trandem rollers to achieve the desired compaction. Conforming to Grade II as per Table 500.17 and physical requirement as per Table 500.16 of MORT&H specifications respectively complete in all respects as per clause 507.1 to 507.9, MORTH specification-2013 (upto date 5th revision)

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

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

Credit of Old Material Bricks

Credit of Old Material Bricks bats

Credit of Old Material Steel Scrap

Credit of old material Hume Pipe Culvert

M/s KHARA CONTRACTORS