WIDENING AND STRENTHNING OF MEHDAWAL BANSI

Amount

Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. .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 as per MORTH Sr. No. 3.06 & Technical Specification Clause 301

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 foundation of other structures graded and compacted to meet requirement of table 300-2.as per MORTH Sr. No. 3.017 & Technical Specification Clause 305

Construction of Embankment with Material obtained from Borrowpits 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 Sr. No. 3.16 & Technical Specification Clause 305

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 401as per MORTH Sr. No. 4.01 & Technical Specification Clause 401

Wet Mix Macadam (Plant Mix Method) 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per MORTH Sr. No. 4.14 & Technical Specification Clause 406 A

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per TSc 502

Providing and applying Tack coat with bitumen VG-10 emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.as per MORTH Sr. No. 5.02 & Technical Specification Clause 503

Providing and laying dense graded bituminous macadam Grading-1 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.00 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 A & Sr. No. 5.4 complete in all respects.

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 as per MORTH Sr. No. 5.05 & Technical Specification Clause 507 B

Cement Concrete Pavement M 35 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade OPC 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 as per MORTH Sr. No. 6.02 & Technical Specification Clause 602

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 foundation of other structures graded and compacted to meet requirement of table 300-2.as per MORTH Sr. No. 3.018 & Technical Specification Clause 305

Construction of Subgrade and Earthen Shoulders Cartage earth 2 Km 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 as per MORTH Sr. No. 3.18 & Technical Specification Clause 305

Construction of Retaining Wall Earth work in excavation in foundation as per S.I. No. 251

Concrete with 40 mm gauge Stone ballast, fine sand of 1.25 F.M. and cement in the proportion of 6:3:1 as per S.I. No. 280

( M-25) R.C.C. work for raft foundation with cement approved course sand & 2CM gauge approved dalla grit porportion of 1:1.5:3 excluding supply of reinforcement and its bending but including its fixing and binding the same with 24BWGGI binding wire complete in all respect

Mild Steel or iron work in plain work such as R.C.C.or R.B. work complete in all respect.

R.C.C. "U" TYPE 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

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.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade (M-20)

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

05 Year Maintenance- 1st Year maintenance charge @ 0.00% including labour cess.(GST shall be paid extra).

2nd Year maintenance charge @ 0.25% including labour cess.(GST shall be paid extra).

3rd Year maintenance charge @ 0.50% including labour cess.(GST shall be paid extra).

4rth Year maintenance charge @ 0.75% including labour cess.(GST shall be paid extra).

5th Year maintenance charge @ 1.00% including labour cess.(GST shall be paid extra).

A P SHUKLA AND COMPANY (BID ID -5089997)

M/S JITENDRA SINGH (BID ID -5093814)

M/s VIJENDRA PRATAP SINGH (BID ID -5087976)

RAHUL CONSTRUCTION (BID ID -5093878)

M/S RAM KUMAR PRASAD (BID ID -5087998)

SIDDHARTH CONSTRUCTION (BID ID -5088360)