Widening and Strengthining of Fatanpur Beerapur Road (ODR) in District Pratapgarh (With five year Maintainance)

Amount

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. As per MORTH clause 3.16 & 305

Excavation for roadwrok in soil with hydraulic excavator including cutting and loaidng 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. As per MORTH Spec. No. 3.06 (301)

Construction of sub grade and earthen shoulders with approved materials obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 As per MORTH Specification No. 3.18, (305)

Construction of Embankment with material deposited from Roadway cutting: Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundaton of other structures graded and compacted to meet requirement of Tabel 300.2

Construction of granular sub-base by providing coarse graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 As per MORTH Specification No. 4.01 (401) (Quarry from Shankargarh)

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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH Specification No. 4.14 (406, B) (Quarry from Marihan)

Providing, laying and spreading and compacting graded stone aggregate to wet mix macadem specification inculding Premixing the matreial with water at O.M.C. with 1% cement (OPC) and 3.5% bitumen emulsion (SS-2) in mechnical mix palnt (pag mil) carriage of mixed material by tipper to site. Laying in uniform layer in sub base/base coarse on well prepared sub base and compacting smooth wheel roller of 80-100 KM To achive desired density including, lighting barricating and maintence and diversion as table no. 400.11/ 400.12 and technical specification no. 406 (Quarry from Marihan)

Providing and applying tack coat-2 with bitumen emusion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bitumenous surface cleaned with mechanical broom. MORTH No. 5.02 (503-I)

Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder@ 5.4 percent of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher the required grade, level and aligment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction As per MORTH Specification No. 5 (507, B) (Quarry from Dala)

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. as per MoRTH clause no. 601 (Quarry from Dala)

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 602 Clause of MoRT & H (Quarry from Dala)

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 materials. As per MORTH Spec. No. 9.01 (304, B(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 compaced by vibration including curing for 14 days. As per MORTH Specification No. 9.03 (304)

RCC Grade M20 using batching plant transit mixer & manual placing. As per MORTH Specification No. 12.08 (1500, 1700, 2100-C, Case-i) (for U Drain)

RCC Grade M25 using batching plant transit mixer & manual placing. As per MORTH Specification No. 12.08 (1500, 1700, 2100-E, Case-ii)

Supply, fitting and palcing uncoated HYSD bar reinforcement in foundation complete as per drawing and technical specification. As per MORTH Specification No. 12.42 (1600)

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 structrure with slope of 1V:20H to wards drawing foce. Complete as per drawing and Technical specification. 2706 & 2200

Providing and Laying 40mm. Guage ballast with stone dust Complete as per S.I. No. 293 in foundation

Supply and Laying of 350 mm dia H.P. NP3 Including cartage upto site laying with coller joint filling in cement mortor with Jute, labour T&P etc.

Supply and Laying of 600 mm dia H.P. NP3 Including cartage upto site laying with coller joint filling in cement mortor with Jute, labour T&P etc.

Supply and Laying of 1000 mm dia H.P. NP3 Including cartage upto site laying with coller joint filling in cement mortor with Jute, labour T&P etc.

Brick Masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and Technical specification. As per MORTH Specification No. 15.04 (1300)

Pointing with cement mortar (1:3) on brick work in substructure as per technical specification. As per MORTH Specification No. 15.08 (1300 & 2200).

Plastering with cement mortar (1:3) on brick work in substructure as per technical specification. As per MORTH Specification No. 15.09 (1300 & 2200).

M/s Prakash Construction (BID ID -4827882)

KAMLESH KUMAR (BID ID -4853287)

M/S SHANKAR CONSTRUCTION (BID ID -4855709)

m/s satish chandra jaiswal (BID ID -4855589)

MAGNIFIQUE INFRASOLUTIONS PVT LTD (BID ID -4832826)

M/S LUCKY TRADERS (BID ID -4832755)

M/S A.S.TRADERS (BID ID -4852431)

M/S BRAHMDEEEN AND SONS (BID ID -4831107)

M/s Alok Infra Projects (BID ID -4854135)