Coal India

Technical Eval

Works

Miscellaneous Works

Construction of EPI stopping at 8 dip D17 panel XVI top seam Moonidih Colliery W.J Area .

Bharat Coking Coal Limited

Moonidih Colliery, WJ Area | Dhanbad, Jharkhand

Amount: ₹7.3 LCloses: 18 Aug 2026Closed

Timeline

Published8 Aug 2026
Closed18 Aug 2026
Technical Evaluation24 Aug 2026
Award—

Bids

3 Bids24 Aug 2026

#	Company	Status
1	BALAKANT MISHRA Accepted-Technical	Accepted-Technical Technically Evaluated
2	BISHNU PRASAD SINGH Accepted-Technical JATUDIH MOONIDIH DHANBAD 828129 \| DHANBAD \| DHANBAD \| JHARKHAND \| 828129	Accepted-Technical Technically Evaluated
3	RAJA ENGINEERING WORKS Accepted-Technical MOONIDIH DHANBAD 828129 \| DHANBAD \| DHANBAD \| JHARKHAND \| 828129	Accepted-Technical Technically Evaluated

Tender Value

₹7.3 L

EMD Value

₹9,084

Closing Date

18 Aug 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Dr. Sunny Rao

Address

Office of the Project Officer,WJ Area

Work Description

Construction of EPI stopping at 8 dip D17 panel XVI top seam Moonidih Colliery W.J Area .

Tender Information

Tender ID

2026_BCCL_363316_1

Reference Number

BCCL/WJA/MND/SUR/2026-27/17

Tender Type

Open Tender

Product Category

Miscellaneous Works

Form of Contract

Percentage

Period of Work

20 days

Location

Moonidih Colliery, WJ Area

Source Website

Subscribe to view

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

₹9,084

Important Dates

Last Activity

24 Aug 2026

Published

8 Aug 2026

Bid Opening

20 Aug 2026

Download Starts

8 Aug 2026

Download Ends

18 Aug 2026

Submission Starts

8 Aug 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 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of EPI stopping at 8 dip D17 panel XVI top seam Moonidih Colliery W.J Area .
1.01	cleaning= (a) for 1 wall 6.9 x 2x 0.40= 5.52 m³ , sl no 2 = 7.46m3, volume for sl no 3= 9.79x0 .2= 1.96 m3 . Total vol= 5.52+ 7.46+ 1.96 = 14.94m3	14.94	m³	1,078.2	₹16,108.31
1.02	recess Cutting coal and hard stone = Side cutting in coal =2.50x1.1x1.0 = 2.75m³, volume= 2.75m³ x 2 side = 5.50m³. stone in floor= (1+ 6.90 + 1) x 1.1x 0.20= 1.96m³ total volume = 5.50+ 1.96 = 7.46m³ .	7.46	m³	2,156.4	₹16,086.74
1.03	drilling holes, breaking in roof inner and outer wall. area for 1 wall = (1+6.9+1) x1.1= 9.79m² .	9.79	m²	13,947.47	₹1,36,545.76
1.04	Brick work inner wall (1:4)with FPS bricks CD-50 bricks in foundation & plinth	15.13	m3	6,855.85	₹1,03,729.01
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	10.68	m3	9,482.74	₹1,01,275.66
1.06	Area of 1 wall 1 face = 6.9X2.5=17.25m² , area of perimeter of galleries 1m wide=(6.9+2.5+6.9+2.5)x 1 = 18.8m². area in 1 face = 17.25+ 18.80= 36.05 m².total area for 2 face = 36.05 x 2face x = 72.10 m²	72.1	m²	398.95	₹28,764.3
1.07	Providing two extra lead including loading,unloading, stacking and carrying of 1000 Bricks,(1 at surface 674.96+ 2 in UG 735.09). carriage of brick, lead cost of 2 lead = ( 674.96+ 735.09+ 735.09)/1000= 2145.14/1000bricks= 2.15/briks number of brick=15.13+10.68= 25.81m³, @ 494bricks/m³,number of bricks=12750.14 say12751	12,751	Bricks	2.15	₹27,414.95
1.08	Providing two extra lead for loading,unloading, stacking and carrying of sand,(1 at surface Rs 361.58+ 2 in UG Rs 393.8) . carriage of sand, cost of 3 lead = (361.58 + 393.8+393.8)/m³= 1149.18/m³ Sand For B/W= 25.81m³x 0.26=6.71m³ Sand for plastering= 72.1m²x0.015= 1.08m³ Total=6.71+1.08 =7.79m³	7.79	m3	1,149.18	₹8,952.11
1.09	Providing two extra lead forloading,unloading, stacking and carrying of cement, (1 at surface Rs 209.41+ 2 in UG Rs228.07). cost of 3 extra lead = ( 209.41 +228.07+ 228.07)/te= 665.55/te Cement For B/W= 25.81m³x1.9= 49.03 bags cement for plaster=(72.10m²x7.5)/100=5.40 bags Total = (49.03+5.40)= 54.43 bags say 55 x50/1000= 2.75te	2.75	te	665.55	₹1,830.26

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Evaluation

tech_eval.pdf

PDF

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.61 MB

Work Item Documents

BOQ_376236.xls

BOQ • 0.34 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

BALAKANT MISHRA

Accepted-Technical

BISHNU PRASAD SINGH

Accepted-Technical

JATUDIH MOONIDIH DHANBAD 828129 | DHANBAD | DHANBAD | JHARKHAND | 828129

RAJA ENGINEERING WORKS

Accepted-Technical

MOONIDIH DHANBAD 828129 | DHANBAD | DHANBAD | JHARKHAND | 828129

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of EPI stopping at 8 dip D17 panel XVI top seam Moonidih Colliery W.J Area .
1.01	cleaning= (a) for 1 wall 6.9 x 2x 0.40= 5.52 m³ , sl no 2 = 7.46m3, volume for sl no 3= 9.79x0 .2= 1.96 m3 . Total vol= 5.52+ 7.46+ 1.96 = 14.94m3	14.94	m³	1,078.2	₹16,108.31
1.02	recess Cutting coal and hard stone = Side cutting in coal =2.50x1.1x1.0 = 2.75m³, volume= 2.75m³ x 2 side = 5.50m³. stone in floor= (1+ 6.90 + 1) x 1.1x 0.20= 1.96m³ total volume = 5.50+ 1.96 = 7.46m³ .	7.46	m³	2,156.4	₹16,086.74
1.03	drilling holes, breaking in roof inner and outer wall. area for 1 wall = (1+6.9+1) x1.1= 9.79m² .	9.79	m²	13,947.47	₹1,36,545.76
1.04	Brick work inner wall (1:4)with FPS bricks CD-50 bricks in foundation & plinth	15.13	m3	6,855.85	₹1,03,729.01
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	10.68	m3	9,482.74	₹1,01,275.66
1.06	Area of 1 wall 1 face = 6.9X2.5=17.25m² , area of perimeter of galleries 1m wide=(6.9+2.5+6.9+2.5)x 1 = 18.8m². area in 1 face = 17.25+ 18.80= 36.05 m².total area for 2 face = 36.05 x 2face x = 72.10 m²	72.1	m²	398.95	₹28,764.3
1.07	Providing two extra lead including loading,unloading, stacking and carrying of 1000 Bricks,(1 at surface 674.96+ 2 in UG 735.09). carriage of brick, lead cost of 2 lead = ( 674.96+ 735.09+ 735.09)/1000= 2145.14/1000bricks= 2.15/briks number of brick=15.13+10.68= 25.81m³, @ 494bricks/m³,number of bricks=12750.14 say12751	12,751	Bricks	2.15	₹27,414.95
1.08	Providing two extra lead for loading,unloading, stacking and carrying of sand,(1 at surface Rs 361.58+ 2 in UG Rs 393.8) . carriage of sand, cost of 3 lead = (361.58 + 393.8+393.8)/m³= 1149.18/m³ Sand For B/W= 25.81m³x 0.26=6.71m³ Sand for plastering= 72.1m²x0.015= 1.08m³ Total=6.71+1.08 =7.79m³	7.79	m3	1,149.18	₹8,952.11
1.09	Providing two extra lead forloading,unloading, stacking and carrying of cement, (1 at surface Rs 209.41+ 2 in UG Rs228.07). cost of 3 extra lead = ( 209.41 +228.07+ 228.07)/te= 665.55/te Cement For B/W= 25.81m³x1.9= 49.03 bags cement for plaster=(72.10m²x7.5)/100=5.40 bags Total = (49.03+5.40)= 54.43 bags say 55 x50/1000= 2.75te	2.75	te	665.55	₹1,830.26

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of EPI stopping at 8 dip D17 panel XVI top seam Moonidih Colliery W.J Area .

1.01

cleaning= (a) for 1 wall 6.9 x 2x 0.40= 5.52 m³ , sl no 2 = 7.46m3, volume for sl no 3= 9.79x0 .2= 1.96 m3 . Total vol= 5.52+ 7.46+ 1.96 = 14.94m3

14.94

m³

1,078.2

₹16,108.31

1.02

recess Cutting coal and hard stone = Side cutting in coal =2.50x1.1x1.0 = 2.75m³, volume= 2.75m³ x 2 side = 5.50m³. stone in floor= (1+ 6.90 + 1) x 1.1x 0.20= 1.96m³ total volume = 5.50+ 1.96 = 7.46m³ .

7.46

m³

2,156.4

₹16,086.74

1.03

drilling holes, breaking in roof inner and outer wall. area for 1 wall = (1+6.9+1) x1.1= 9.79m² .

9.79

m²

13,947.47

₹1,36,545.76

1.04

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

15.13

6,855.85

₹1,03,729.01

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

10.68

9,482.74

₹1,01,275.66

1.06

Area of 1 wall 1 face = 6.9X2.5=17.25m² , area of perimeter of galleries 1m wide=(6.9+2.5+6.9+2.5)x 1 = 18.8m². area in 1 face = 17.25+ 18.80= 36.05 m².total area for 2 face = 36.05 x 2face x = 72.10 m²

72.1

m²

398.95

₹28,764.3

1.07

Providing two extra lead including loading,unloading, stacking and carrying of 1000 Bricks,(1 at surface 674.96+ 2 in UG 735.09). carriage of brick, lead cost of 2 lead = ( 674.96+ 735.09+ 735.09)/1000= 2145.14/1000bricks= 2.15/briks number of brick=15.13+10.68= 25.81m³, @ 494bricks/m³,number of bricks=12750.14 say12751

12,751

Bricks

2.15

₹27,414.95

1.08

Providing two extra lead for loading,unloading, stacking and carrying of sand,(1 at surface Rs 361.58+ 2 in UG Rs 393.8) . carriage of sand, cost of 3 lead = (361.58 + 393.8+393.8)/m³= 1149.18/m³ Sand For B/W= 25.81m³x 0.26=6.71m³ Sand for plastering= 72.1m²x0.015= 1.08m³ Total=6.71+1.08 =7.79m³

7.79

1,149.18

₹8,952.11

1.09

Providing two extra lead forloading,unloading, stacking and carrying of cement, (1 at surface Rs 209.41+ 2 in UG Rs228.07). cost of 3 extra lead = ( 209.41 +228.07+ 228.07)/te= 665.55/te Cement For B/W= 25.81m³x1.9= 49.03 bags cement for plaster=(72.10m²x7.5)/100=5.40 bags Total = (49.03+5.40)= 54.43 bags say 55 x50/1000= 2.75te

2.75

665.55

₹1,830.26