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CIVIL WORKS

NIeT-58 (Sl. No. 19)/2026-27

NORTH BENGAL DEVELOPMENT DEPARTMENT

Alipurduar, West Bengal

Amount: ₹93.6 LCloses: 1 Oct 202621 Sept 20264d left

Timeline

Published7 Sept 2026
Closes1 Oct 202621 Sept 2026
Bid Opening5 Oct 202624 Sept 2026

Corrigenda

Corrigendum

2 updatesLatest on 25 Sept 2026Submission Ends:21 Sept 20261 Oct 2026

Date changes

Download Ends21 Sept 20261 Oct 2026Submission Ends21 Sept 20261 Oct 2026Bid Opening24 Sept 20265 Oct 2026

Tender Value

₹93.6 L

EMD Value

₹1.9 L

Closing Date

1 Oct 2026, 3:00 pm4d left

Tender Inviting Organisation

Name

Sourav Bhattacharya, Executive Engineer-NBDD

Address

Annex Building, Uttarkanya

Work Description

Development of Vivekananda Football Ground at Barobisha within Volka Barobisha I GP under Kumargram Block in the dist of Alipurduar in the Year of 2026-27

Tender Information

Tender ID

2026_NBDD_1040648_19

Reference Number

NBDD/BS/EE/NIe-T- 58/Sl. No. 01 to 21/2026-27

Tender Type

Open Tender

Product Category

CIVIL WORKS

Form of Contract

Percentage

Period of Work

300 days

Location

Alipurduar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

Required2911 (.pdf)

RequiredEMD (.pdf)

RequiredCorrigendum (.pdf)

RequiredOthers (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

EMD Fee Amount

₹1.9 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Oct 2026

Published

7 Sept 2026

Bid Opening

5 Oct 2026

Download Starts

7 Sept 2026

Download Ends

1 Oct 2026

Submission Starts

7 Sept 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 (23 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m. All kinds of soil. a) Depth of excavation not exceeding 1.500 mm.	207.35	Cu.M	289.49	₹60,026.27
2	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.	69.12	Cu.M	217.98	₹15,066.87
3	1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)	24.78	SqM	10,963.35	₹2,71,671.76
4	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)	62.32	Cu.M	11,078.67	₹6,90,422.49
5	Reinforced cement concrete work in walls (any thickness), including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	52.16	Cu.M	12,090.67	₹6,30,632.84
6	Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete	487.15	SqM	30.65	₹14,931.56
7	STEEL REINFORCEMENT FOR RCC WORK Providing & laying TMT - Fe 500 bars conforming to IS : 1786/1139 including straightening, cutting, bending and binding / welding in position of steel reinforcement bars (SAIL, TISCO, RINL, JSW, Electrotherm) confirming to IS, to correct shape and size as per detailed drawings, specifications and approved bar-bending schedules, with correct size super fine micro concrete cover blocks and annealed binding wire (G.I.) of 18 gauge, spacer pieces as required etc. at all heights and leads complete as per the direction of Engineer-in-charge. Measurement of steel is strictly as per I.S. Code. No extra for bending will be permitted.	4,094.56	Kg	123.92	₹5,07,380.27
8	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand	72.9	Cu.M	8,197.26	₹5,97,580.62
9	15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)	651.7	SqM	444.25	₹2,89,516.95
10	Neat cement punning.	297.5	SqM	88.92	₹26,452.62

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.90 MB

Tendernotice_2.pdf

PDF • 0.51 MB

Work Item Documents

BOQ_2555802.xls

BOQ • 1.03 MB

Corrigendum Documents

2nd_Date_Corrigendum.pdf

PDF • 0.44 MB

Date_Corrigendum.pdf

PDF • 0.72 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m. All kinds of soil. a) Depth of excavation not exceeding 1.500 mm.

207.35

Cu.M

289.49

₹60,026.27

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.

69.12

Cu.M

217.98

₹15,066.87

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

24.78

SqM

10,963.35

₹2,71,671.76

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)

62.32

Cu.M

11,078.67

₹6,90,422.49

Reinforced cement concrete work in walls (any thickness), including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

52.16

Cu.M

12,090.67

₹6,30,632.84

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

487.15

SqM

30.65

₹14,931.56

STEEL REINFORCEMENT FOR RCC WORK Providing & laying TMT - Fe 500 bars conforming to IS : 1786/1139 including straightening, cutting, bending and binding / welding in position of steel reinforcement bars (SAIL, TISCO, RINL, JSW, Electrotherm) confirming to IS, to correct shape and size as per detailed drawings, specifications and approved bar-bending schedules, with correct size super fine micro concrete cover blocks and annealed binding wire (G.I.) of 18 gauge, spacer pieces as required etc. at all heights and leads complete as per the direction of Engineer-in-charge. Measurement of steel is strictly as per I.S. Code. No extra for bending will be permitted.

4,094.56

123.92

₹5,07,380.27

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand

72.9

Cu.M

8,197.26

₹5,97,580.62

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)

651.7

SqM

444.25

₹2,89,516.95

Neat cement punning.

297.5

SqM

88.92

₹26,452.62