Widening And Strengthening Work Of Behda Bardaha Imamganj Garighat ODR In District Bahraich (Vidhan Sabha-Nanpara) With Five Year Maintenance

Amount

Embankment with Local Earth:-Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (MORTH 3.16, 305)

Embakment in Carted Earth:-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.(using carted earth)(MORTH 3.16, 305 )

Widening of Existing Road:-Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m(MORTH 3.06, 301 )

Embankment with excavated Earth from Drain/Widening:-Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2(MORTH 3.19, 305 ).

Dismantling of Flexible Pavements:-Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately.(MORTH 2.5, 202 )

Granualr Sub Base Grade 1:-Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401(MORTH 4.1,401B )

Wet Mix Macadam:-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 of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(MORTH 4.14, 406B)

Pavement Quality Concrete:-Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing (M35 Grade)(MORTH 6.2, 602)

Priming Coat:-Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.(Including Cost of Bituminous Emulsion)(MORTH 5.01, 502 A(i))

Tack Coat:-Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom(Including Cost of Bitumen VG 10)(MORTH 5.02, 503(i) )

Dense Graded Bituminous Macadm Grade II:-Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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.(Including Cost of Bitumen VG 30)(MORTH 5.04, 505(B))

Bituminous Concrete Grade II:-Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 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. 507 complete in all respects.(Including Cost of Bitumen VG 30)(MORTH 5.05, 507(B))

Construction of Subgrade and Earthen Shoulders with Material Deposited from Roadway Cutting:-Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2(MORTH 3.18, 305 )

Construction of Subgrade and Earthen Shoulders with Carted Earth:-Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2(MORTH 3.18, 305 )

Culvert and Drain 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.(MORTH 12.1, 304(i))

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.(MORTH 12.04, 1400)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.(MORTH 15.04,1300)

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications(MORTH 15.08, 1300 & 2200)

Providing & laying reinforced cement concrete pipe NP4/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 . ( 900 mm Dia ) : PWD Chap. 20, item 10: NP4 (5290-4810+5500)

Plain & Reinforced cement concrete in substructure complete as per drawing and technical specifications: RCC Grade M20 using batching plant transit mixer & manual placing.(MORTH 15.11 Case II)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing(MORTH 15.11, G)

Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications(MORTH 15.18, 2702 )

Supplying, Fitting and Placing un-coated TMT bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (MORTH 15.13, Section 1600)

Dewatering of ground water below spring level for excavation & foundation concreting and brick work including boring of pipe operational and running charge of Diesel pumps complete.:subsurface dewatering (AR)

Dewatering as surface water including operation & ramming charges as deisal pump set complete(AR)

Flexible Apron :Construction of flexible apron comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.(MORTH 16.11, 2507.2 )

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications(MORTH 15.14, 2706 & 2200)

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight(MORTH 15.22 (iv))

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (MORTH 13.9 (B))

Providing and fixing Kilometer and Hectometer stone including all labour, material and T&P complete in all respect as per direction of Engineer-in-Charge.

Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35-2015. The finished surface to be level, uniform and free from streak and holes. as per Lucknow SOR signage 2020., Morth 803 (8.13). : Edge Lines & Zebra Crossing

Providing and laying of hot appiled thermoplastic compound 5.0 mm thick including reflectorising glass beads @ 500 gms per sqm area, Thickness of 5.0 mm is exclusive of surface applied glass beads as per IRC: 35-2015. The finished surface to be level, uniform and free from streak and holes. as per Lucknow SOR signage 2020., Morth 803 (8.13). Repeated Bars

M/S RAJ CONSTRUCTION (BID ID -5369481)

M/S JITENDRA SINGH (BID ID -5370758)

Ram Chandar Singh (BID ID -5364648)

RAMASHISH SINGH THEKEDAR (BID ID -5372613)

M/s Vishal Construction (BID ID -5364651)

Tej Pratap Singh (BID ID -5364718)

M/s Nirbhay Constructions (BID ID -5361199)