WS work of Shahi road handa Hote huye Jahanbad 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 SS1 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 0.3 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 smooth 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 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)

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 number 9.01-304

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

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

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

Laying & Fixing of R.C.C. Hume Pipe (NP3) as per direction of E/I

PCC Grade M15 Using Batching Plant complete in all respects as per MORTH specifications Section 1700, 1000, 2100, 2200, 2300

Reinforced Cement Concrete grade M-25, complete in all respects as per Drawings and MORTH Technical Specifications Section 1700, 1000, 2100, 2200, 2300 etc. using Batching Plant.

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 drainage face complete as per drawing and Technical Specifications Section 2700 & 2200 etc.

Providing Cost of dewatering I/c cost of boaring,laying of 4" dia P.V.C.pipe ,hire charges of 7.50 K.V.Deisel pumping set ,hire Charges of P.V.C. pipe & cost of 4" dia plastic pipe for disposal of water as required distance also I/c wages of repairing leakage during operation with hire charges of tractor I/c loading & unloading pumping set complete in all respect to carry out various activities of foundation work etc. conforming to and to the requirements of section 300, 2100, 2400, 2900 as the case may be.

Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specifications. As per MORTH Specification section 1300 & 2200 complete in all respects.

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

BHARDWAJ UNIBUILD PRIVATE LIMITED (BID ID -5740898)