Making Approach road (3.80 Km) to villagers along Mine boundary to divert existing approach road falls under mining operation area of Amgaon OCP at Bishrampur Area

Amount

Construction of embankment with approved material having CBR > 7 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.and as per relevent cluses of section -300.

Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.

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.

Prime Coat : Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means

Tack Coat : Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clouse 503 of section 500. Normal bituminous surface @ 0.25kg/sqm

Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler,transporting the hot mix to work site, laying with a hydrostaticpaver finisher with sensor control to the required grade, leveland alignment, rolling with smooth wheeled, vibratory andtandem rollers to achieve the desired compaction as per clause505 of specification complete in all respects.a) Using Batch Mix Plnt of appropriate capacity andPaver finisher Hydraustatic with Sensor.(ii) for GradingII(19 mm nominal size) cum

Bituminous concrete -Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification.a) Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control.(iv) for Grading-II (30-45 mm thickness ) with 60/70 bitumen(VG-30)

Laying Reinforced Cement Concrete Pipe NP4/ prestrssed concrete pipe on first class bedding in single row.Providing and Laying Reinforced cement concrete pipe /prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. 1200 mm dia

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 relevant clauses of section 300 & 2100 in Ordinary soil:Up to 3m depth(12.1-IB 1)

Plain cement concrete M-15 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per MORT&H Specification 409.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC grade M20

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20

Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification

Total impact of GST for the purpose of CTC

PANKAJ KUMAR SINGH (BID ID -1132451)

M/s ANITA INDUSTRIES (BID ID -1132193)

M/S BAIJNATH AGRAWAL (BID ID -1132397)

VERITY INDIA (BID ID -1132518)

Agrico Steel Engineering Works (BID ID -1132126)

SURGUJA BRICKS INDUSTRIES (BID ID -1132235)

M/S CHANDRA CONSTRUCTION (BID ID -1130941)