Widening and Strengthening of Mahrajganj Gokaran Shiwala Road (ODR) in distt Gonda

Amount

Excavation for trench of roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.as per clause 301(3.1)

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2

Construction of earthen shoulders with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2

Construction of earthen soulder,s deposited from trench excavation (Compaction only)

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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Provding laying and spreading of graded stone aggregae (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying with 1% OPC cement and 3.5% emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achive the desire density.

Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.on BM surface.

Providing and laying dence graded bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder@ 4.0 to 4.5% by weight of total mix and filler, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 507 complete in all respects.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Technical Specification Clause 503.on DBM surface.

Providing and laying bituminous concrete with 100-120 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 to 5.6 percent 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. 509 complete in all respects.

Construction of dry lean cement concrete Sub- base over a prepared surface 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 mechanical paver , 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 @ 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

Construction U shape RCC drain on both side of Abadi

Repair,Widening and Construction of Culvert. RCC Culvert 2.0 x 1.50 M,12.0L

New HP Culvert 1X1000, 12.50L

New HP Culvert 2X900, 12.50L

New HP Culvert 1X900, 12.50L

RCC Culvert 3.0 x 1.50 M,Extention 4.50 M

RCC Culvert 1.5 x 1.50 M,Extention 6.0 M

HP Culvert 2x1000 Extention 5.00 M

RCC Culvert 1.0 x 1.50 M,Extention 6.0 M

RCC Culvert 2x5.0 x 2.50 M,12.0L

RCC Culvert 3.0 x 2.0 M,Extention 4.50 M

RCC Culvert 1.0 x 1.50 M,Extention 4.0 M

RCC Culvert 4.0 x 2.0 M,12.0L

Excavation for trench of roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.as per clause 301(3.1)

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including retroreflactive glass beads@ 250 gms per sqm area thickness of 2.5 mm is exlusive of suface applied glass beads as per IRC:35 the finished surface to be level uniform and free form streak and holes

Direction of place indentification sign with size more than 9 sqm size board providing and erecting direction place identification reflactoirised sign as per IRC 67 made high intensity grade shieeting wide clause 801.3 fixing over aluminium sheeting 2mm thick area exceeding 0.9 sqm supported on a mild steel angle iron post 75mm

Providing and fixing of retero reflacting delinator post IZ-ASTMAD-456-4 Made of 75 mm dia round of 1.2 m high with fixing support

Supply and errective of build up over head structure 12M to 15M span comprising o three vertical post of 6M high made up 300MM Nbheavy class MS pipe as vertical member welded with 100MM MS plate at top and bottom for bearing of horizental MORTH 802

Providing and Fixing of reflective signs with corrosion resistent 4 mm thick aluminium composit panal as per IRC 67-2010 rectro reflective sheeting with M.S. angle frame 35x3 board etc .MORTH 801

W Metal Beam MORTH 810 (8.23)

Sign Board

M/s Alok Construction