Diversion of village road from Sakhri village to Chincholi village passing through mine lease area of Amalgamated GP Expansion under Gouripouni Sub Area of WCL Ballarpur area

Western Coalfields Limited · Ballarpur, Maharashtra · Civil Works & Infrastructure · open

Key facts

Tender value: ₹6.0Cr
EMD: ₹7.5L
Published: 03 Nov 2026
Closing date: 19 Nov 2026
Status: open
Status as of: 04 Nov 2026 03:24 UTC
Office: HQ Civil

Description

Diversion of a village road from Sakhri village to Chincholi village through the mine lease area of Amalgamated GP Expansion under Gouripouni Sub Area, WCL Ballarpur Area. The works include embankment construction, subgrade preparation, granular sub-base, water bound macadam, bituminous surfacing, road marking, drainage and associated RCC and structural works.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Item Rate
Make in India (MII): No
MSE preference: No

Line items (25)

2 — Qty: 3 4
Embankment Construction with Material obtained from Borrow Pits: 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 300-1,300-2 and as per relevent clauses of section-300. — Qty: 15592 cum
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth with lead upto 50 metres. — Qty: 30744 sqm
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. Plant Mix Method.For Grading-I Material — Qty: 2160 cum
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. Plant Mix Method.For Grading-III Material — Qty: 2160 cum
Water Bound Macadam: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. By Mechanical Means.Grading-I (63 to 45 mm).Using Screening Type-A (13.2 mm Agg.) — Qty: 2160 cum
Water Bound Macadam: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. By Mechanical Means. Grading-II (53 to 22.4 mm).Using Screening Type-B (11.2 mm Agg.) — Qty: 2160 cum
Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.@0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer). — Qty: 19800 sqm
Bituminous Macadam: Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications.Using Batch Mix Plant of appropriate capacity and Paver finisher Hydraustatic with Sensor.or Grading II (19 mm nominal size) bitumen content 3.5%. — Qty: 1485 cum
Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.@ 0.25 kg per sqm (normal bituminous surfaces) — Qty: 19800 sqm
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.Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. For Grading-II (30-45 mm thickness) with 60/70 bitumen (VG-30). — Qty: 792 cum
Seal Coat : Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats all complete as per clause 511 of specification.Case II: Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping (aggregate shall pass 2.36mm seal and retained to 180 micron sieve) and penetration bitumen of suitable grade all complete as per clause 511 of specification. — Qty: 19800 sqm
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes all complete as per clause 803 of specifications. — Qty: 720 sqm
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil — Qty: 278 cum
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.1200 mm dia RCC pipes. (Laying by manual/ machanical means) — Qty: 20 metre
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. — Qty: 19 cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 19 cum
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 87.5 cum
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 6125 kg
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. — Qty: 46 sqm

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