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Repairing and re-surfacing of existing WBM coal transportaton road from WB No 4 to main arterial road at KPOCM under KP-PPG SA of WNA.

Western Coalfields Limited

KPOCM under KPPPG SA | Yavatmal, Maharashtra

Amount: ₹87.4 LCloses: 21 Oct 2026

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Timeline

Published5 Oct 2026
Closes21 Oct 2026
Bid Opening22 Oct 2026

Tender Value

₹87.4 L

EMD Value

₹1.1 L

Closing Date

21 Oct 2026, 10:00 am

Tender Inviting Organisation

Name

Staff Officer(Civil), WNA

Address

AGM Office Bhalar Township Wani North Area.

Work Description

Repairing and re-surfacing of existing WBM coal transportaton road from WB No 4 to main arterial road at KPOCM under KP-PPG SA of WNA.

Tender Information

Tender ID

2026_WCL_366583_1

Reference Number

wn4650-civ-e058-2026-27 Date 05.10.2026

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

75 days

Location

KPOCM under KPPPG SA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredWork experience as per NIT. (.pdf)

RequiredAuthorization of Digital Signature Certificate (DSC) as per NIT. (.pdf)

RequiredUndertaking by bidder on his/her/their letter head as per (Annexure-III) as per the format as in NIT (.pdf)

RequiredFinancial Turnover certificate as per NIT. (.pdf)

Finance

RequiredBOQ price bid (.xls)

Fee & Financial Details

EMD Fee Amount

₹1.1 L

Important Dates

Last Activity

5 Oct 2026

Published

5 Oct 2026

Bid Opening

22 Oct 2026

Download Starts

6 Oct 2026

Download Ends

21 Oct 2026

Submission Starts

6 Oct 2026

Clarification Period

6 Oct 2026 - 13 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 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Item Description/ Heading (Note:- The Work is to executed as per the STC attached in the Tender document)
1.01	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil	336	Cum	102.1	₹34,305.6
1.02	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.	1,120	sqm	171.55	₹1,92,136
1.03	Granular sub-base well graded material (CBR>30 or more) (Table :- 400-1 & Table:-400-2) Constructin of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stones having CBR>30, spreading in uniforn layers with motor graded on prepared surface , mixing by mix in place method with Rotavetor or plant mix method at OCM and compacting with vibratory rollars of 80 to100 KN ststic weight to achieve the desired density, complete as per clause 401 of specification A)By Plant Mix Method (i) For Grading-I material	168	Cum	2,236	₹3,75,648
1.04	Granular sub-base well graded material (CBR>30 or more) (Table :- 400-1 & Table:-400-2) Constructin of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stones having CBR>30, spreading in uniforn layers with motor graded on prepared surface , mixing by mix in place method with Rotavetor or plant mix method at OCM and compacting with vibratory rollars of 80 to100 KN ststic weight to achieve the desired density, complete as per clause 401 of specification A)By Plant Mix Method (i) For Grading-III material	470.4	Cum	2,310	₹10,86,624
1.05	Water Bound Macadam Providing,Laying,Spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness, handpacking, rolling with vibratory roller 8-10 tons in stages to proper grade and camber,applying and brooming requiste 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. A. By Mechanical Means (i) Grading-I(63 to 45 mm) (a) using Screening Type-A(13.2 mm Agg.)	1,680	Cum	2,229	₹37,44,720
1.06	Water Bound Macadam Providing,Laying,Spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness, handpacking, rolling with vibratory roller 8-10 tons in stages to proper grade and camber,applying and brooming requiste 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. A. By Mechanical Means (ii) Grading- II (53 to 22.4mm (a) Using Screening Type-B (11.2mm Agg.)	840	Cum	2,348	₹19,72,320
1.07	Total impact of GST for the purpose of CTC	1	Nos	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.05 MB

NIT Documents

Tendernotice_1.pdf

PDF • 3.05 MB

Work Item Documents

BOQ_379519.xls

BOQ • 0.29 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Item Description/ Heading (Note:- The Work is to executed as per the STC attached in the Tender document)
1.01	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil	336	Cum	102.1	₹34,305.6
1.02	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.	1,120	sqm	171.55	₹1,92,136
1.03	Granular sub-base well graded material (CBR>30 or more) (Table :- 400-1 & Table:-400-2) Constructin of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stones having CBR>30, spreading in uniforn layers with motor graded on prepared surface , mixing by mix in place method with Rotavetor or plant mix method at OCM and compacting with vibratory rollars of 80 to100 KN ststic weight to achieve the desired density, complete as per clause 401 of specification A)By Plant Mix Method (i) For Grading-I material	168	Cum	2,236	₹3,75,648
1.04	Granular sub-base well graded material (CBR>30 or more) (Table :- 400-1 & Table:-400-2) Constructin of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stones having CBR>30, spreading in uniforn layers with motor graded on prepared surface , mixing by mix in place method with Rotavetor or plant mix method at OCM and compacting with vibratory rollars of 80 to100 KN ststic weight to achieve the desired density, complete as per clause 401 of specification A)By Plant Mix Method (i) For Grading-III material	470.4	Cum	2,310	₹10,86,624
1.05	Water Bound Macadam Providing,Laying,Spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness, handpacking, rolling with vibratory roller 8-10 tons in stages to proper grade and camber,applying and brooming requiste 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. A. By Mechanical Means (i) Grading-I(63 to 45 mm) (a) using Screening Type-A(13.2 mm Agg.)	1,680	Cum	2,229	₹37,44,720
1.06	Water Bound Macadam Providing,Laying,Spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness, handpacking, rolling with vibratory roller 8-10 tons in stages to proper grade and camber,applying and brooming requiste 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. A. By Mechanical Means (ii) Grading- II (53 to 22.4mm (a) Using Screening Type-B (11.2mm Agg.)	840	Cum	2,348	₹19,72,320
1.07	Total impact of GST for the purpose of CTC	1	Nos	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Item Description/ Heading (Note:- The Work is to executed as per the STC attached in the Tender document)

1.01

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil

336

Cum

102.1

₹34,305.6

1.02

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.

1,120

sqm

171.55

₹1,92,136

1.03

Granular sub-base well graded material (CBR>30 or more) (Table :- 400-1 & Table:-400-2) Constructin of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stones having CBR>30, spreading in uniforn layers with motor graded on prepared surface , mixing by mix in place method with Rotavetor or plant mix method at OCM and compacting with vibratory rollars of 80 to100 KN ststic weight to achieve the desired density, complete as per clause 401 of specification A)By Plant Mix Method (i) For Grading-I material

168

Cum

2,236

₹3,75,648

1.04

470.4

Cum

2,310

₹10,86,624

1.05

Water Bound Macadam Providing,Laying,Spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness, handpacking, rolling with vibratory roller 8-10 tons in stages to proper grade and camber,applying and brooming requiste 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. A. By Mechanical Means (i) Grading-I(63 to 45 mm) (a) using Screening Type-A(13.2 mm Agg.)

1,680

Cum

2,229

₹37,44,720

1.06

Water Bound Macadam Providing,Laying,Spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness, handpacking, rolling with vibratory roller 8-10 tons in stages to proper grade and camber,applying and brooming requiste 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. A. By Mechanical Means (ii) Grading- II (53 to 22.4mm (a) Using Screening Type-B (11.2mm Agg.)

840

Cum

2,348

₹19,72,320

1.07

Total impact of GST for the purpose of CTC

Nos