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Providing approach road to fan house of mine no.02 and repairing of bitumen pot holes from NH 547E to Mine No.2 and 3 of Saoner Sub Area.(2nd Call)

Western Coalfields Limited

SAONER SUB AREA | Nagpur, Maharashtra

Amount: ₹6.0 LCloses: 12 Oct 20262d left

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Timeline

Published30 Sept 2026
Closes12 Oct 2026
Bid Opening13 Oct 2026

Tender Value

₹6.0 L

EMD Value

₹7,500

Closing Date

12 Oct 2026, 11:30 am2d left

Tender Inviting Organisation

Name

STAFF OFFICER CIVIL NAGPUR AREA

Address

OFFICE OF THE AREA GENERAL MANAGER NAGPUR AREA PO KASTURBA NAGAR JARIPATKA NAGPUR 440014

Work Description

Providing approach road to fan house of mine no.02 and repairing of bitumen pot holes from NH 547E to Mine No.2 and 3 of Saoner Sub Area.(2nd Call)

Tender Information

Tender ID

2026_WCL_366344_1

Reference Number

na3250-civ-e-tender 41-2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

60 days

Location

SAONER SUB AREA

Source Website

Subscribe to view

Eligibility / Pre-Qualification

AS PER NIT

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical/Finance

RequiredDigital Signature Certificate (DSC) (.pdf)

RequiredUndertaking as per Annexure-III AS PER NIT (.pdf)

RequiredBILL OF QUANTITY (.xls)

Fee & Financial Details

EMD Fee Amount

₹7,500

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

13 Oct 2026

Download Starts

30 Sept 2026

Download Ends

12 Oct 2026

Submission Starts

1 Oct 2026

Clarification Period

30 Sept 2026 - 5 Oct 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	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 vibraton rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. By Mix in Place Method For Grading-Ill Material	80	cum	2,051	₹1,64,080
2	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 (1) Grading-1 (63 to 45mm) (a) Using Screening Type-A (13.2mm Agg.)	72	cum	2,229	₹1,60,488
3	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-ll (53 to 22.4mm) (a) Using Screening Type-B (11.2mm Agg.)	68	cum	2,348	₹1,59,664
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 requirementof table 300-1,300-2 and as per relevant clauses of section-300.	18	cum	177	₹3,186
5	Removal of all failed materials,trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and and base of excavation as per clause 503,back filling the pot hole with hot bituminious material as per clause 510, compacting,trimming and finishing th surface to form smooth continuous surface as per clause 3004.2	130	sqm	161	₹20,930
6	Total impact of GST for the purpose of CTC	1	Nos	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 3.21 MB

Work Item Documents

BOQ_379261.xls

BOQ • 0.29 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

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 vibraton rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. By Mix in Place Method For Grading-Ill Material

cum

2,051

₹1,64,080

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 (1) Grading-1 (63 to 45mm) (a) Using Screening Type-A (13.2mm Agg.)

cum

2,229

₹1,60,488

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-ll (53 to 22.4mm) (a) Using Screening Type-B (11.2mm Agg.)

cum

2,348

₹1,59,664

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 requirementof table 300-1,300-2 and as per relevant clauses of section-300.

cum

177

₹3,186

Removal of all failed materials,trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and and base of excavation as per clause 503,back filling the pot hole with hot bituminious material as per clause 510, compacting,trimming and finishing th surface to form smooth continuous surface as per clause 3004.2

130

sqm

161

₹20,930

Total impact of GST for the purpose of CTC

Nos