Diversion of PWD village road from GOURI Village to CHINCHOLI Village passing through mine lease area of Gouri Pouni A Expansion OCM under Gouri Pouni Sub Area of Ballarpur Area

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

Key facts

Tender value: ₹3.0Cr
EMD: ₹3.7L
Published: 06 Nov 2026
Closing date: 23 Nov 2026
Status: open
Status as of: 07 Nov 2026 02:54 UTC
Office: Ballarpur Area

Description

Diversion of the PWD village road from Gouri Village to Chincholi Village through the mine lease area of Gouri Pouni A Expansion OCM, including embankment, pavement layers, bituminous surfacing, culvert and associated civil works.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

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

Line items (24)

2 — Qty: 3 4
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: 29520 Cum
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
Water Bound Mecadam:- 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. i) Grading I(63 to 45mm). Using Screening Type-A(13.2mm Agg.) — Qty: 732 Cum
Water Bound Mecadam:- 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. i) Grading II(53 to 11.2 mm). Using Screening Type-B (12.2mm Agg.) — Qty: 732 Cum
Providing, laying and compacting of Built-up-spray grout layer 75 mm thick over prepared base consisting of two layers composite construction of compacted crushed coarse aggregates with application of bituminous binder of biyumen of specified Grade @ 1.520 Kg/ Sqm after each layer, ( i.e 1.520x2=3.04 say 3.00 Kg/Sqm) and with key aggregates placed on top of the second layer and compacting with static roller 8 to 10 MT. Excluding cost of tack coat and scarifying etc. Complete.(VG-30 bulk bitumen rates are considered to arrive at rates) — Qty: 8800 Sqm
Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over previously prepared surface with paver finisher to the required grade and level alignment and roll 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. For Grading II(19 mm nominal size) bitumen content 3.5% — Qty: 440 Cum
Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous/ granular surface cleared with mechanical broom and as per relevant clauses of section-503 of specificatios. 0.30 kg per sqm (dry & hungry bituminous surface/granular surfaces treated with primer) — Qty: 8800 Sqm
Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous/ granular surface cleared with mechanical broom and as per relevant clauses of section-503 of specificatios. 0.25 kg per sqm (normal bituminous surface) — Qty: 8800 Sqm
Providing, laying and rolling of open - graded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades all complete as per clause 510 of specification. (i) Case - I: Mechanical method using Penetration grade Bitumen grade and HMP of appropriate capacity not less than 75 tonnes/hou — Qty: 8800 Sqm
Providing and laying seal coat sealing the voids in a bitumen surface laid to the specified levels grades 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 Tonn / Hrs using crushed stone chipping ( aggregate shale pass 2.36 mm seal and retained to 180 micrin sieve ) and penetration bitumen of suitable grade all complete as per clause 511 of specification . — Qty: 8800 Sqm
Construction of Shoulders with approved material/selected Vc excavation all lifts & leads i/c grading to required camber of 4% and vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400 Eathen Shoulders (CBR value >7) — Qty: 1088 Cum
Excavation in soil using Hydraulic Excavator and Tippers with disposal upro 100 metres. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirememts of lines, grades and lead upto 1000m as per relevent clauses of section-300 of specification. — Qty: 124 Cum
Boulder/muroom filling in plinth i/c watering, ramming, compacting etc, cost of all material & labour complete as per instruction of Engineer In Charge. (100 cft boulder & 40 cft muroom for 100 cft finished work) — Qty: 25 Cum
PCC M-15 in foundation. Plain cement concrete M-15 with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per MORTH Specification 409. — Qty: 10 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 90 Cum
Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4/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. 1200mm dia — Qty: 20 Mtr
Providing and Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in triple row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets and as per relevant clauses of section-2900. 1200 mm dia. — Qty: 10 Mtr
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. — Qty: 338 Sqm
Providing P.C.C. M-15 Nominal mix for hume pipe culverts in foundation and sub structure etc. as per drawing and as per relevant clauses of section 1500, 1700, 2100 and 2900. — Qty: 20 Cum

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