Tender ID

Coal India

AOC

Works

Miscellaneous Works

Construction of EPI stopping in 0 level drift near ROK to sealoff drifts gallery of E8 panel (Complete inner wall ) in XVI(B) seam 500MH at Moonidih Colliery W.J Area .

Bharat Coking Coal Limited

Moonidih Colliery, WJ Area | Dhanbad, Jharkhand

Amount: ₹15.8 LCloses: 26 Feb 2026Closed

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Timeline

Published16 Feb 2026
Closed26 Feb 2026
Technical Evaluation28 Feb 2026
Awarded23 Mar 2026

Bids

Percentage

3 Bids23 Mar 2026

#	Company	Amount	Rank	Status
1	MAA DURGA ENTERPRISES L1₹21.0 LAccepted-AOC	₹21.0 L Quoted ₹16.5 L	L1	Accepted-AOC L1
2	SANTOSH KUMAR MISHRA L2₹16.8 L+₹27,689.86 (1.68%)Rejected-AOC COAL INDIA LIMITED	₹16.8 L+₹27,689.86 (1.68%)	L2	Rejected-AOC L2
3	BALAKANT MISHRA Not Admitted-Fee/PreQual/Technical	-	-	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification

Tender Value

₹15.8 L

EMD Value

₹19,778

Closing Date

26 Feb 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

S.K.Panja

Address

Office of the Project Officer,WJ Area

Work Description

Construction of EPI stopping in 0 level drift near ROK to sealoff drifts gallery of E8 panel (Complete inner wall ) in XVI(B) seam 500MH at Moonidih Colliery W.J Area .

Tender Information

Tender ID

2026_BCCL_353268_1

Reference Number

BCCL/WJA/MND/SUR/2025-26/60

Tender Type

Open Tender

Product Category

Miscellaneous Works

Form of Contract

Percentage

Period of Work

30 days

Location

Moonidih Colliery, WJ Area

Source Website

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Eligibility / Pre-Qualification

Please refer to NIT

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical

RequiredWork Experience as per NIT (.pdf)

RequiredEarnest Money Deposit (.pdf)

RequiredThe Availability of Working Capital (.pdf)

RequiredPermanent Account Number(PAN) (.pdf)

RequiredGoods and Services Tax (GST) Status of Bidder (.pdf)

RequiredCMPF/EPF Registration (.pdf)

RequiredDigital Signature Certificate (DSC) (.pdf)

RequiredUndertaking by Bidder/s (.pdf)

RequiredLetter of Bid (.pdf)

RequiredLegal Status of the bidder (.pdf)

Finance

RequiredBill of Quantity (BOQ) (.xls)

Fee & Financial Details

EMD Fee Amount

₹19,778

Important Dates

Last Activity

23 Mar 2026

Published

16 Feb 2026

Bid Opening

27 Feb 2026

Download Starts

16 Feb 2026

Download Ends

26 Feb 2026

Submission Starts

16 Feb 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 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of EPI stopping in 0 level drift near ROK to sealoff drift 's gallery of E8 panel (Complete inner wall ) in XVI(B) seam 500MH at Moonidih Colliery W.J Area .
1.01	cleaning= (a) for 1 wall 7.6x 1.1x ((0.40+1.2)/2)= 6.69m³, for 2 wall = 6.69x2 =13.38m³, (b) floor cleaning 4.5m wide 7.6 x4.5x 0.80= 27.36m³ total 40.74m³	40.74	m³	1,051.95	₹42,856.44
1.02	recess Cutting (inner and outer wall) in coal and stone = Side cutting in coal =2.60x1.1x1.0 = 2.86m³, number of wall 2, volume= 2.86 x 2 side x 2 wall= 11.44m³. stone in floor= (1+ 7.60 + 1) x 0.40= 3.44m³ volume of work = 3.44 X 2 wall = 6.88m³ total volume = 11.44 + 6.88= 18.32³ .	18.32	m³	2,103.9	₹38,543.45
1.03	drilling holes, breaking in roof inner and outer wall. Volume for 1 wall = (1+7.60+1) x1.1= 10.56m² total area of 2 wall= 10.56x 2= 21.12m²	21.12	m²	13,607.1	₹2,87,381.95
1.04	Brick work inner wall (1:4)with FPS bricks CD-50 bricks in foundation & plinth	36.48	m3	6,774.78	₹2,47,143.97
1.05	Brick work (1:4)with FPS bricks CD-50 bricks in super structure plinth level up to V-level in all shape & size	26.88	m3	9,331.28	₹2,50,824.81
1.06	Area of 1 wall 1 face = 7.6X2.6=19.76m² , area of perimeter of galleries 1m wide=(7.6+2.6+7.6+2.6)x 1 =20.40m². total area in 1 face = 19.76+ 20.40= 40.16m². total area= 40.16 x 2face x 2 wall =160.64m²	160.64	m2	390.6	₹62,745.98
1.07	Providing two extra lead including loading,unloading, stacking and carrying of 1000 Bricks,(1 at surface 657.06+ 1 in UG 717.20). carriage of brick, lead cost of 2 lead = (657.06+ 717.20)/1000= 1374.26/1000bricks= 1.37/briks number of brick=36.48+26.88=63.36m³, @ 494bricks/m³,number of bricks=31299.84 say 31300	31,300	Bricks	1.37	₹42,881
1.08	Providing two extra leadfor loading,unloading, stacking and carrying of sand,(1 at surface Rs 352+ 1 in UG Rs 384.21) . carriage of sand, cost of 2 lead = (352.00 + 384.21)/m³= 468.1/m³ Sand For B/W=63.36m³x 0.26=16.47m³ Sand for plastering= 160.64m²x0.015=2.41m3 Total=16.47+2.41=18.88m³	18.88	m3	736.21	₹13,899.64
1.09	Providing two extra lead forloading,unloading, stacking and carrying of cement, (1 at surface Rs 203.86 + 1 in UG Rs 222.52). cost of 2extra lead = (203.86 + 222.52)/te= 271.10/te Cement For B/W=63.36m³x1.9=120.38 bags cement for plaster=(160.64m²x7.5)/100=12.05 bags Total = (120.38+12.05)=132.43 bags say 133 x50/1000=6.65te	6.65	te	426.38	₹2,835.43

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.59 MB

Work Item Documents

BOQ_366054.xls

BOQ • 0.34 MB

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Company

MAA DURGA ENTERPRISES

L1₹21.0 LAccepted-AOC

SANTOSH KUMAR MISHRA

L2₹16.8 L+₹27,689.86 (1.68%)Rejected-AOC

COAL INDIA LIMITED

BALAKANT MISHRA

Not Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of EPI stopping in 0 level drift near ROK to sealoff drift 's gallery of E8 panel (Complete inner wall ) in XVI(B) seam 500MH at Moonidih Colliery W.J Area .
1.01	cleaning= (a) for 1 wall 7.6x 1.1x ((0.40+1.2)/2)= 6.69m³, for 2 wall = 6.69x2 =13.38m³, (b) floor cleaning 4.5m wide 7.6 x4.5x 0.80= 27.36m³ total 40.74m³	40.74	m³	1,051.95	₹42,856.44
1.02	recess Cutting (inner and outer wall) in coal and stone = Side cutting in coal =2.60x1.1x1.0 = 2.86m³, number of wall 2, volume= 2.86 x 2 side x 2 wall= 11.44m³. stone in floor= (1+ 7.60 + 1) x 0.40= 3.44m³ volume of work = 3.44 X 2 wall = 6.88m³ total volume = 11.44 + 6.88= 18.32³ .	18.32	m³	2,103.9	₹38,543.45
1.03	drilling holes, breaking in roof inner and outer wall. Volume for 1 wall = (1+7.60+1) x1.1= 10.56m² total area of 2 wall= 10.56x 2= 21.12m²	21.12	m²	13,607.1	₹2,87,381.95
1.04	Brick work inner wall (1:4)with FPS bricks CD-50 bricks in foundation & plinth	36.48	m3	6,774.78	₹2,47,143.97
1.05	Brick work (1:4)with FPS bricks CD-50 bricks in super structure plinth level up to V-level in all shape & size	26.88	m3	9,331.28	₹2,50,824.81
1.06	Area of 1 wall 1 face = 7.6X2.6=19.76m² , area of perimeter of galleries 1m wide=(7.6+2.6+7.6+2.6)x 1 =20.40m². total area in 1 face = 19.76+ 20.40= 40.16m². total area= 40.16 x 2face x 2 wall =160.64m²	160.64	m2	390.6	₹62,745.98
1.07	Providing two extra lead including loading,unloading, stacking and carrying of 1000 Bricks,(1 at surface 657.06+ 1 in UG 717.20). carriage of brick, lead cost of 2 lead = (657.06+ 717.20)/1000= 1374.26/1000bricks= 1.37/briks number of brick=36.48+26.88=63.36m³, @ 494bricks/m³,number of bricks=31299.84 say 31300	31,300	Bricks	1.37	₹42,881
1.08	Providing two extra leadfor loading,unloading, stacking and carrying of sand,(1 at surface Rs 352+ 1 in UG Rs 384.21) . carriage of sand, cost of 2 lead = (352.00 + 384.21)/m³= 468.1/m³ Sand For B/W=63.36m³x 0.26=16.47m³ Sand for plastering= 160.64m²x0.015=2.41m3 Total=16.47+2.41=18.88m³	18.88	m3	736.21	₹13,899.64
1.09	Providing two extra lead forloading,unloading, stacking and carrying of cement, (1 at surface Rs 203.86 + 1 in UG Rs 222.52). cost of 2extra lead = (203.86 + 222.52)/te= 271.10/te Cement For B/W=63.36m³x1.9=120.38 bags cement for plaster=(160.64m²x7.5)/100=12.05 bags Total = (120.38+12.05)=132.43 bags say 133 x50/1000=6.65te	6.65	te	426.38	₹2,835.43

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of EPI stopping in 0 level drift near ROK to sealoff drift 's gallery of E8 panel (Complete inner wall ) in XVI(B) seam 500MH at Moonidih Colliery W.J Area .

1.01

cleaning= (a) for 1 wall 7.6x 1.1x ((0.40+1.2)/2)= 6.69m³, for 2 wall = 6.69x2 =13.38m³, (b) floor cleaning 4.5m wide 7.6 x4.5x 0.80= 27.36m³ total 40.74m³

40.74

m³

1,051.95

₹42,856.44

1.02

recess Cutting (inner and outer wall) in coal and stone = Side cutting in coal =2.60x1.1x1.0 = 2.86m³, number of wall 2, volume= 2.86 x 2 side x 2 wall= 11.44m³. stone in floor= (1+ 7.60 + 1) x 0.40= 3.44m³ volume of work = 3.44 X 2 wall = 6.88m³ total volume = 11.44 + 6.88= 18.32³ .

18.32

m³

2,103.9

₹38,543.45

1.03

drilling holes, breaking in roof inner and outer wall. Volume for 1 wall = (1+7.60+1) x1.1= 10.56m² total area of 2 wall= 10.56x 2= 21.12m²

21.12

m²

13,607.1

₹2,87,381.95

1.04

Brick work inner wall (1:4)with FPS bricks CD-50 bricks in foundation & plinth

36.48

6,774.78

₹2,47,143.97

1.05

Brick work (1:4)with FPS bricks CD-50 bricks in super structure plinth level up to V-level in all shape & size

26.88

9,331.28

₹2,50,824.81

1.06

Area of 1 wall 1 face = 7.6X2.6=19.76m² , area of perimeter of galleries 1m wide=(7.6+2.6+7.6+2.6)x 1 =20.40m². total area in 1 face = 19.76+ 20.40= 40.16m². total area= 40.16 x 2face x 2 wall =160.64m²

160.64

390.6

₹62,745.98

1.07

Providing two extra lead including loading,unloading, stacking and carrying of 1000 Bricks,(1 at surface 657.06+ 1 in UG 717.20). carriage of brick, lead cost of 2 lead = (657.06+ 717.20)/1000= 1374.26/1000bricks= 1.37/briks number of brick=36.48+26.88=63.36m³, @ 494bricks/m³,number of bricks=31299.84 say 31300

31,300

Bricks

1.37

₹42,881

1.08

Providing two extra leadfor loading,unloading, stacking and carrying of sand,(1 at surface Rs 352+ 1 in UG Rs 384.21) . carriage of sand, cost of 2 lead = (352.00 + 384.21)/m³= 468.1/m³ Sand For B/W=63.36m³x 0.26=16.47m³ Sand for plastering= 160.64m²x0.015=2.41m3 Total=16.47+2.41=18.88m³

18.88

736.21

₹13,899.64

1.09

Providing two extra lead forloading,unloading, stacking and carrying of cement, (1 at surface Rs 203.86 + 1 in UG Rs 222.52). cost of 2extra lead = (203.86 + 222.52)/te= 271.10/te Cement For B/W=63.36m³x1.9=120.38 bags cement for plaster=(160.64m²x7.5)/100=12.05 bags Total = (120.38+12.05)=132.43 bags say 133 x50/1000=6.65te

6.65

426.38

₹2,835.43