PRAYAGRAJ LUCKNOW MARG PAR HATHIGAHA SAHWAPUR MASNI BARADARI BARAI HARAK SARAY HARIRAM JAGDISHPUR SUKALI MARG KM 0 POINT 00 SE KM 17 POINT 200 KA CHAUDIKARAN EWAM SUDRINIKARAN KA KARYA

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

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 obtained from roadway cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, complete in all respects as per MoRTH specification 305 & 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 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.

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.

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 meters.

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 Primer Coat with bitumen emulsion SS1 grade on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70kg/Sqm using mechanical means complete in all respect as per MoRTH Technical Specification Clause502 & as per direction of Engineer-in-charge.

Providing and laying dense graded bituminous macadam 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 @ 4.5 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.

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 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. 509 complete in all respects, & as per direction of Engineer-in-charge.

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.

Earthwork in Excavation for structures as per Drawing and technical specification Clause -305.1 including setting out, construction of shoring and bracing , removal of slumps and other deletorious material and disposal upto a lead of 50 metre, dressing of

Providing concrete Reinforced concrete in open foundation complete , as per drawing and technical specification clause 802,803,1203 P.C.C. grade M-10, Nominal mix 1:3:6

Brick masonary work in cement mortar in sub structure complete exepting pointing and plasterig, as per drawing and specification clause 602,603,604 and 1204

Providing and laying reinforced cement concrete (RCC Grade M-30) in superstructure as per drawing and technical specifications Clause 800,1205.4 and1205.5

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

Suplying, Fixing, and placing HYSD bar reinforcement in superstructure as per drawing and technical specifications Clause 1002,1010,1202 @ 0.9% of R.C.C. Work.

Pointing with Cement Mortar (1:3) 15mm. Thick on brick work in superstructure as per technical specification Clauses 613.4 and 1204

Plastering with cement mortar (1:4) 15 mm. thick on brick work in superstructure as per technical specification Clauses 613.4 and 1204

S/l of 63-45 mm stone ballast in apron (hand packed) & top finished including cost of material labour T&P etc complete

S/l of 350mm dia NP-3 H.P. culvert, complete in all respect Including supply of all materials, labour T&P etc required for proper completion of the work as per direction of Engineer-in-charge.

S/l of 600mm dia NP-3 H.P. culvert, complete in all respect Including supply of all materials, labour T&P etc required for proper completion of the work as per direction of Engineer-in-charge.

M/S ADITYA ENTERPRISES (BID ID -5772389)

KAMLESH KUMAR (BID ID -5772990)

M/S KRISHNA CONSTRUCTIONS (BID ID -5767006)

M/S SANJAI ENTERPRISES (BID ID -5764417)

M/S KAMDHENU CONSTRUCTION (BID ID -5768063)

M/s Vinod Kumar Pandey (BID ID -5766052)

M/S DHYAN SINGH (BID ID -5768842)

M/s S.S. ASSOCIATES (BID ID -5768702)

Bansal Highway Infratech Pvt Ltd (BID ID -5763860)

Ms Highway Construction co (BID ID -5770222)