Coal India

AOC

Works

Civil Works - Others

Repairing and heightening of open well shayara and pump room shed at shiv mandir SBC under Sijua Area

Bharat Coking Coal Limited

SBC SIJUA | Dhanbad, Jharkhand

Amount: ₹1.9 LCloses: 13 Mar 2026Closed

Timeline

Published3 Mar 2026
Closed13 Mar 2026
Awarded29 Sept 2026

Bids

Percentage

3 Bids29 Sept 2026

#	Company	Amount	Rank	Status
1	NAGENDRA KUMAR L1₹1.9 LAccepted-AOC	₹1.9 L	L1	Accepted-AOC WORK ORDER AWARDED
2	Jitendra Kumar Paul L2₹2.0 L+₹4,913.74 (2.52%)Rejected-Finance	₹2.0 L+₹4,913.74 (2.52%)	L2	Rejected-Finance QUOTED HIGHER THAN L-1
3	BABLI CONSTRUCTION L3₹2.0 L+₹8,189.56 (4.20%)Rejected-Finance AT BANSJORA 12 NO BANSJORA PO BANSJORA DHANBAD 828101 \| DHANBAD \| DHANBAD \| JHARKHAND \| 828101	₹2.0 L+₹8,189.56 (4.20%)	L3	Rejected-Finance QUOTED HIGHER THAN L-1

Tender Value

₹1.9 L

EMD Value

₹2,500

Closing Date

13 Mar 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

ACE, SIJUA

Address

OFFICE OF ACE, SIJUA

Work Description

Repairing and heightening of open well shayara and pump room shed at shiv mandir SBC under Sijua Area

Tender Information

Tender ID

2026_BCCL_355469_1

Reference Number

GM/SA/Civil/2025-26/eNIT-71

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

14 days

Location

SBC SIJUA

Source Website

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Eligibility / Pre-Qualification

AS PER NIT

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical/Finance

RequiredDSC (.pdf)

RequiredUNDERTAKING (.pdf)

RequiredPRICE BID (.xls)

Fee & Financial Details

EMD Fee Amount

₹2,500

Important Dates

Last Activity

29 Sept 2026

Published

3 Mar 2026

Bid Opening

14 Mar 2026

Download Starts

3 Mar 2026

Download Ends

13 Mar 2026

Submission Starts

3 Mar 2026

Clarification Period

3 Mar 2026 - 10 Mar 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 (20 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
0Item Description/ Heading
1.01	Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock	0.73	cum	392.95	₹286.85
1.02	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m	3.15	cum	184.8	₹582.12
1.03	B/F/Soling with common flyash bricks cls. 7.5	10.5	sqm	337.48	₹3,543.54
1.04	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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).	1.25	cum	6,086.45	₹7,608.06
1.05	Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete	148.5	kg	73.45	₹10,907.33
1.06	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete	65.2	kg	88.2	₹5,750.64
1.07	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.	31.6	sqm	546.2	₹17,259.92
1.08	Extra for providing and fixing wind ties of 40x 6 mm flat iron section	3	metre	131.8	₹395.4
1.09	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar	1.44	cum	1,232.8	₹1,775.23

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.05 MB

NIT Documents

Tendernotice_1.pdf

PDF • 3.11 MB

Work Item Documents

BOQ_368308.xls

BOQ • 0.34 MB

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Company

NAGENDRA KUMAR

L1₹1.9 LAccepted-AOC

Jitendra Kumar Paul

L2₹2.0 L+₹4,913.74 (2.52%)Rejected-Finance

BABLI CONSTRUCTION

L3₹2.0 L+₹8,189.56 (4.20%)Rejected-Finance

AT BANSJORA 12 NO BANSJORA PO BANSJORA DHANBAD 828101 | DHANBAD | DHANBAD | JHARKHAND | 828101

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
0Item Description/ Heading
1.01	Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock	0.73	cum	392.95	₹286.85
1.02	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m	3.15	cum	184.8	₹582.12
1.03	B/F/Soling with common flyash bricks cls. 7.5	10.5	sqm	337.48	₹3,543.54
1.04	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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).	1.25	cum	6,086.45	₹7,608.06
1.05	Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete	148.5	kg	73.45	₹10,907.33
1.06	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete	65.2	kg	88.2	₹5,750.64
1.07	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.	31.6	sqm	546.2	₹17,259.92
1.08	Extra for providing and fixing wind ties of 40x 6 mm flat iron section	3	metre	131.8	₹395.4
1.09	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar	1.44	cum	1,232.8	₹1,775.23

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

0Item Description/ Heading

1.01

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock

0.73

cum

392.95

₹286.85

1.02

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m

3.15

cum

184.8

₹582.12

1.03

B/F/Soling with common flyash bricks cls. 7.5

10.5

sqm

337.48

₹3,543.54

1.04

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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).

1.25

cum

6,086.45

₹7,608.06

1.05

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete

148.5

73.45

₹10,907.33

1.06

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete

65.2

88.2

₹5,750.64

1.07

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

31.6

sqm

546.2

₹17,259.92

1.08

Extra for providing and fixing wind ties of 40x 6 mm flat iron section

metre

131.8

₹395.4

1.09

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar

1.44

cum

1,232.8

₹1,775.23