Widening and Strengthening of Kotwa Narayanpur Lathudih Dubiha Hardaspur in Distt Ghazipur

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 (Including Cost of All Matarial T&P, Taxes, Labour Cess etc but Excluding GST )

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. (Including Cost of All Matarial T&P, Royalty, Taxes, Labour Cess etc but Excluding GST )

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.(Including Cost of All Matarial T&P, Royalty, Taxes, Labour Cess etc but Excluding GST )

GSB-I 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

GSB-III 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

CTSB 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

Providing, laying, spreading of graded stone aggregate (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 3.50 Emulsion in uniform single layer on sub base/ subgrade and compacting with the road roller to achieve the desire density.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

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.

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

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 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

Earth work in patari or in cutting in ordinary soil excavation to be in the form of regular pits not exceeding 1/2 meter in depth and earth work in embankment to be 20 cm.(8") layers, including ramming and dressing the surface to required levels and slopes including including 1.50 meter lift on the 30 meter lead. The earth from cutting to be used un making embankment or to be deposited as spoil banks within 30 m distance as directed by the Engineer In Charge including all labour T&P royalty etc.required for proper completion of work .S.I. No. 253 in km 1 to 13.600

Earth work in excavation of foundation for drain 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.(Including Cost of All Matarial T&P, Royalty, Taxes, Labour Cess etc but Excluding GST )

PCC M10 in Foundation Plain cement concrete M10 in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundationand compacted by vibration including curing for 14 days foundation.(Including Cost of All Matarial T&P, Royalty, Taxes, Labour Cess etc but Excluding GST ). For drain.

Reinforced Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications.(Including Cost of All Matarial T&P, Royalty, Taxes, Labour Cess etc but Excluding GST ) for drain.

Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications. (Including Cost of All Matarial T&P, Royalty, Taxes, Labour Cess etc but Excluding GST ) for drain.

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. For box culvert.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification.For box culvert.

PCC Grade M15 using batching plant & manual placing as per MORTH 15.11 (1500,1700,2100).For box culvert.

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

RCC Grade M20 using batching plant & manual placing.For box culvert.

Furnishing and Placing Reinforced/ Prestressed cement concrete in structure as per drawing and Technical Specification. For box culvert.

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications (Height upto 5m) SI.No.-13.60 (1600 & 2200) { in foundation 1.00%,in sub structure 1.25%,and in super structure 1.50%.(As per MORTH. For box culvert.

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. For box culvert.

Providing & Laying Granular Materials behind abutment & wing wall . For box culvert.

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.For box culvert.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. For box culvert.

Brick Masonry Work in 1:3 in substructure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. For box culvert.

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications. SI.No.13.2. For box culvert.

SAMRAT INFRA ESTATE PVT.LTD

JAI SHAKTI CONSTRUCTION