Janpad Prayagaj me Soraon se Holagarh hote hue Dahiyava Marg tak Marg ke Chaudikaran evam Sudridhikaran ka Karya (5 year Anurakshan Sahit)

Amount

Construction of sub-grade and earthen shoulders with approved material obtained from Right of way with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no. 300-2 complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge.

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 (without cartage) complete in all respects as per MoRTH specification 301 & as per direction of Engineer-in-charge.

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 (with cartage) complete in all respects as per MoRTH specification 301 & as per direction of Engineer-in-charge.

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, (Compaction only) complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge.

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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete in all respects as per MoRTH specification 401 & as per direction of Engineer-in-charge.

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, complete in all respects as per MoRTH specification 406 & as per direction of Engineer-in-charge.

Providing and applying and spreading of graded stone aggregate to stablized wet mix macadam / ETA after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/base course on well prepared surface and compacting with the road roller to achieve the desired density complete in all respects as per MoRTH specification 406 & as per direction of Engineer-in-charge.

Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20kg per sqm on the prepared granular surface cleaned with mechanical broom, complete in all respects as per MoRTH specification 503 & as per direction of Engineer-in-charge.

Providing and laying dense graded bituminous macadam with 100 TPH computerized HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 4.50 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects, complete in all respects as per MoRTH specification 505 & as per direction of Engineer-in-charge.

Providing and laying bituminous concrete with 100 TPH computerized hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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, & as per direction of Engineer-in-charge.

Dismantling of Old Interlocking tiles road including stacking of dismantaled material with in 60 mtr distance as per direction of E/I. SOR SI No- 17.07 (697) PWD specification 17.5.1

Providing and Laying of Zig-Zag rubber moulded Interlocking Concret Block Pavement having thickness 80 mm as per drawing and Technical Specifiaction Clause 1504 of MORTH Specification.

Re Laying of Zig-Zag rubber moulded Interlocking Concret Block Pavement having thickness 80 mm as per drawing and Technical Specifiaction Clause 1504 of MORTH Specification.(Labour only)

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 complete in all respects as per MoRTH specification 602 & as per direction of Engineer-in-charge.

Dismantling Brick work.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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per SOR sl. No. 692

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. As per morth specification 304 & as per direction of Engineer-in-charge.

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. As per morth specification 2100 & as per direction of Engineer-in-charge.

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications As per morth specification 1300 & 2200 & as per direction of Engineer-in-charge.

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications As per morth specification 1300 & 2200 & as per direction of Engineer-in-charge.

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications As per morth specification 1300 & 2200 & as per direction of Engineer-in-charge.

S/l of 63-45 mm stone ballast in apron (hand packed) & top finished inclg cost of material labour T&P etc complete . As per direction of Engineer-in-charge.

S/L of 350mm dia NP-3 H.P. culvert

S/L of 600mm dia NP-3 H.P. culvert

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC Grade M20)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (RCC Grade M 30)

PCC Grade M-15 : Plain cement concrete in open foundation complete as per drawing and technical specifications No. 1500, 1700 & 2100

Filter Media : Providing and laying of filter media with granular materials / Brick bats 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 specifications No. 710.1.4 of IRC 78 and 2200

Boulder Apron (Laid dry): Provinding and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg. each complete as per drawing and technical specifications No. 2503

RCC Grade M-30 (Railing) : Construction of precast RCC railing of M-30 grade, aggregates size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and Technical Specifications No. 2703, 1500, 1600 & 1700

PCC Grade M-30 (Wearing Coat) : Provinding and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and techincal specifications No. 2702

Weep Holes : Providing weep holes in brick masonry wing wall with 110mm dia PVC pipe extended through the full width of structure with slope of 1V:2H as per technical specifications No. 2706 & 2200

M/S SURYA KANT MISHRA (BID ID -4825871)

KAMLESH KUMAR (BID ID -4830981)

M/s Uma constractor (BID ID -4825605)

M/s S S Associates, Alld (BID ID -4826888)

M/s Vinod Kumar Pandey (BID ID -4823435)

M/S SHANKAR CONSTRUCTION (BID ID -4825625)

Nav Bharat Trading Company (BID ID -4826768)

Bansal Highway Infratech Pvt Ltd (BID ID -4823209)