Widening and Strengthening work of District Orai in Ait-Bangra-Bhikepur road (SH-152) in Km. Ch. 53.618 to 73.125 (Length 19.507 Km.) (Madhaugarh to Juhikha Tak)

Amount

Clearing jungle including uprooting of rank vegetations grass, bush, wood trees and saplings of girth upto 30 cm. Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared. as per SI No-259

Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines,

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.

Construction of Embankment with material obtained from Local pits with all lifts & leads, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Open Area)

Construction of Embankment with 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 (Abadi and Major Bridge Approch ,Add. Approch Portion)

Construction of granular sub-base by providing coarse 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 as per clause 401.

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.

Providing, laying, spreading of graded stone aggregate(WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC cement + 3.5% emulsion on subbase/Sub Grade and compacting with road roller to achieve the desire density..

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.7 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen VG10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

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.

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

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.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 422 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

Construction of Sub grade and earthen shoulders with approved material obtain from Local pits with lifts and lead, spreading, grading to required slope and compacted to meet requirement of table no. 300-2 (Open Area)

Construction of Sub grade and earthen shoulders with approved material obtain from borrow pits with lifts and lead, transporting two site spreading, grading to required slope and compacted to meet requirement of table no. 300-2 (Abadi Portion)

CD WORK 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.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Plain/Reinforced Cement Concrete (M-15) in Open Foundation complete as per Drawing and Technical Specifications.

RCC Grade M25 using batching plant transit mixer.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications 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 Specification.

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

Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 6 : 3 : I including supply of all materials, labour and T & P etc. required for proper completion of the work.Si No. 280

First class brick work In 1:4 cement and fine sand of 1.25 FM. Mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work As per SI NO 303

Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 4 : 2 : I including supply of all materials, labour and T & P etc. required for proper completion of the work.Si No. 279

12 mm Cement plaster 1:3 cement and sand in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm. In girth and finished even and smooth. No extra for mixing any additive.Si No. 17.58

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printin etc. (Ordinary K

Hectometer

SRS EXPRESS PRIVATE LIMITED

NAR SINGH TOMAR

M/S A B INFRAZONE PRIVATE LIMITED

M/s Jai Hanuman Construction

M/s Kaiser Construction Engineers and Contractor

M/s Jagdamba Enterprises

M/S NAD BINDU INFRATECH PRIVATE LIMITED

S. S. Construction Co.

SKS INFRA PROJECTS PVT LTD

M/s Progressive Construction Company

M/s Raj Laxmi Enterprises

BHARDWAJ UNIBUILD PRIVATE LIMITED

M/s Suresh Chand Gupta

AMBE INFRAPROJECTS PRIVATE LIMITED