WS work of Bhikampur pasgwan mirpur hempur gohnia ODR road

Amount

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 Mort&h Clause No-3.06-301

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

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 and applying primer coat with SS-2 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.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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 tack coat with bitumen VG-10 using pressure distributor at the rate of 0.30 Kg. (as per UPPWD) Per sqm on the prepared primed surface cleaned with mechanical broom

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 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 smoth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects Grading 2

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 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 Mort&h Clause No- 3.16-305

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

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.(Only Machanical Compaction)

Plain cement concrete 1:3:6 nominal mix with crushed stone aggregate 40 mm nominal size mechanically mixed

Plain/Reinforced Cement Concrete(1:1.5:3 Cement sand and 20 mm aggregates) in Open Foundation complete as per Drawing and Technical Specifications.

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

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.as per morth specification number 9.5-1300

Supply & laying of compacted 40 mm gauge brick ballast around and below hume pipe (As per N.S. Item No. 2 C)

Pointing with cement mortar (1:3 ) on brick work in substructure as per specification number 9.9-1300&2200

12 mm thick plaster withCement mortar over brick work minimum thickness not to be less than 3/8" (10 mm) thick including supply of all materials, labour and T&P etc. required for proper completion of the work.Si no 583

PCC Grade M20 using batching plant transit mixer & manual placing as per specification number 9.9-1300&2200

(a)Supply Laying and fixing of 1000mm dia R.C.C. Hume Pipe NP-3 including coller

(a)Supply Laying and fixing of 600mm dia R.C.C. Hume Pipe NP-3 including coller

Providing cost of dewatering including cost of boaring laying of 4" dia PVC pipe hire charges of 7.50 KV deisal pumping set hire charges of PVC pipe & cost of 4" dia plastic pipe for desposal of water as required distance also including wages of pumping set oprator its fuel etc. As per DSR 12.45.4 (a)

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 specification No 12.01 & 304

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

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Plain/Reinforced Cement Concrete (M-20) in open foundation complete as per Drawing and Technical Specifications.

Plain/Reinforced Cement Concrete (M-25) in open foundation complete as per Drawing and Technical Specifications.

Plain/Reinforced Cement Concrete (M-25) for wall & slab etc. complete as per Drawing and Technical Specifications.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (For Culvert)

Supply & Fixing of 100 mm dia Drainage Spouts of MS with gratings as per drawing including cost of all materials, labour, T & P etc. required for proper completion of the work as per drawing and Technical specification

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification & MORTH 710.1.4 of IRC:78 & 2200.

Providing and laying filter material undermeath pitching in slopes complete as per drawing and technical specification.

Providing and laying pitching on slopes laid over prepared filter media including boulder pron laid dry in front of toe of embankment complete as per drawing and technical specification

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.

Supply and Laying fixing 1000 mm dia R.C.C. Hume pipe NP-3 Class for Water divert

Brick soling with straight over burnt bricks laid on edge and dry including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth, spreading blinding coat of 1 cm (3/8") depth of local earth of P.I. 5 to 7 or sand over the entire surface and including labour and T&P etc. required for proper completions of the work.

M/S RAJ CONSTRUCTION (BID ID -5744572)

STAR BUILDERS (BID ID -5746866)

SHAKUN CONSTRUCTION (BID ID -5746307)