Widening And Strengthening Work Of Nanpara Gadhighat Banjariya Patrahiya ODR Km. 1.00 to 11.457 In Intermediate Lane In District Bahraich (Vidhansabha-Nanpara)

Amount

Embankment with local earth 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 specificaiton No. 3.16, 305

Excvation for widening of road 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 specificaiton No. 3.06, 301

Embankment with earth obtained from Excvation for widening of road 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 specificaiton No. 3.19, 305

G.S.B. 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 401 As per MoRTH specificaiton No. 4.01, 401(B)

Scarifying existing surface Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. As per MoRTH specificaiton No. 3.14, 305.4.3

W.M.M. 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. As per MoRTH specificaiton No. 4.14 406(B)

P.Q.C.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(M35) As per MoRTH specificaiton No. 6.02, 602

Prime Coat Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MoRTH specificaiton No. 5.01, 502

Tack Coat Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per MoRTH specificaiton No. 5.02, 503(i)

D.G.B.M. Grade - 2 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. As per MoRTH specificaiton No. 5.04, 505(B)

Bituminous Concrete Grade - 2 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 specificaiton No. 5.05, 507(B)

Construction of Subgrade and Earthen Shoulders with Material Deposited from Roadway Cutting 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 specificaiton No. 3.18 305

Dismantling Brick / Tile work/ rubble masonary/ pitching/ etc by mechanical means As per MoRTH specificaiton No. 2.4 (B)

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 specificaiton No. 12.1, 304 (B)

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 specificaiton No. 12.04, 2100

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. As per MoRTH specificaiton No. 12.05, 1300

RCC Grade M20 using batching plant transit mixer & manual placing As per MoRTH specificaiton No. 9.06, Case-II

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per MoRTH specificaiton No.12.40, 1600

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications As per MoRTH specificaiton No.9.9, 1300, 2200

Providing & laying reinforced cement concrete pipe NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ( 600 mm Dia ) : PWD Chap. 20, item 10

Providing & laying reinforced cement concrete pipe NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ( 900 mm Dia ) : PWD Chap. 20, item 10

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. As per MoRTH specificaiton No.15.11, 2507.2

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 As per MoRTH specificaiton No. 15.14, 2706, 2200

RCC Grade M30 using batching plant transit mixer & manual placing As per MoRTH specificaiton No. 12.08, G, Case-II

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-30 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified As per MoRTH specificaiton No. 8.22, 811

Sand Filling in Foundation Trenches as per Drawing & Technical Specification As per MoRTH specificaiton No. 12.03, 304

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, 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 specificaiton No. 6.01, 601

M/S SENGER CONSTRUCTION

SHIV CONSTRUCTION

M/s Vishal Construction