Nabard-26 yojnantargat Daranagar se Shahjadpur Ganga setu ke pahuch marg tak (Tedhi Mod se Shahjadpur ka shesh bhag) marg ka Chaurikaran and Sudhrikaran karya

Amount

Construction of embankment with approved material obtained from right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 MORT&H clause Specification 301 (Sl.No 3.6)

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 MORT&H clause 305 (Sl.No. 3.17)

Construction of earthen shoulder with approved material obtained from right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.with lead up to 1000m as per MORT&H clause 305 (Sl.No. 3.18)

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 wet mix macadam (Stablized with Emulsion and Cement) specificatied as in IRC 37-2018 including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers. With emulsion 3.5% and Cement OPC 1%

Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared Bituminous surface cleaned with mechanical broom. as per MORT&H clause 503 (Sl.No. 5.2 )

Providing and laying bituminous concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 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 MORT&H specification clause No. 507 complete in all respects

Construction of un-reinforced, plain cement concrete pavement, thickness 15 cm, over a prepared sub base, with 43 grade cement or any other type as per M-30, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Earthwork in excavation for as per drawing and technial specification Clause 305.1 including setting our construction of shoring and bracing removal fo stumps and other deleterious material and disposal upto a lead fo 50 m dressing of sides and bottom and backfilling in trenches with excvated suitable material.

Providing and lying GSB(Granular material) for beding of hume pipe.

S/l of 350 mm NP-3 H.P.

P.C.C. grade M 10 (1:3:6) Providing concrete for plain/rainforced concrete in open foundations complete as per drawings and Mord specification Clauses 802,803,1202, 1203

P.C.C. grade M 15 (1:2:4) Providing concrete for plain/rainforced concrete in open foundations complete as per drawings and technical specification Clauses 802,803,1202, 1203

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Pointing with cement mortar (1:3) on brickwork/ C.R. Stone masonry as per drawing and technical specification Clause 613.3 and 1204

S/l of 1000 mm NP-3 H.P.

S/l of 600 mm NP-3 H.P.

RCC M20 Reinforced Cement Concrete in box culvert complete as per Drawing and Technical Specification

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

VIJAY SINGH

M/S DIWAKAR SINGH

M/s S S Associates, Alld

M/S KAMDHENU CONSTRUCTION

M/s Vinod Kumar Pandey

m/s satish chandra jaiswal

M/S NAV BHARAT TRADING COMPANY

Bansal Highway Infratech Pvt Ltd

M/S SANJAY ENTERRPRISES