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Repair of Drain along Loktak-Leimatak Road between Tiddim Gate to Sub-Station Road Junction under Loktak Project.

NHPC Limited

NHPC Ltd., Loktak Project | Bishnupur, Manipur

Amount: ₹26.3 LCloses: 9 Oct 2026

Timeline

Published18 Sept 2026
Closes9 Oct 2026
Bid Opening14 Oct 2026

Tender Value

₹26.3 L

EMD Value

₹53,000

Closing Date

9 Oct 2026, 5:00 pm

Tender Inviting Organisation

Name

SM (E), Contracts Division

Address

Office of the SM (E), Contracts Division, NHPC Limited, Loktak Power Station, PO-Loktak, Komkeirap, Distt-Churachandpur, Manipur-795124

Work Description

Repair of Drain along Loktak-Leimatak Road between Tiddim Gate to Sub-Station Road Junction under Loktak Project.

Tender Information

Tender ID

2026_NHPC_926702_1

Reference Number

NH-LPS-CDIV/75/2026-CIVIL/1120

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

90 days

Location

NHPC Ltd., Loktak Project

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredScanned copy of proof of EMD and Tender fee/relevant valid exemption certificate (.pdf)

RequiredScanned copy dully filled, sealed and signed of Tender Acceptance Letter (.pdf)

RequiredScanned copy of prequalification documents (.pdf)

RequiredScanned copy of dully filled, sealed and signed of the annexures and declarations of tender document (.pdf)

RequiredGuidelines on banning of business dealings (Annexure-A) of tender document dully sealed and signed (.pdf)

Finance

RequiredFinancial Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹590

Tender Fee Payable To

NHPC Ltd.

EMD Fee Amount

₹53,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

18 Sept 2026

Published

18 Sept 2026

Bid Opening

14 Oct 2026

Download Starts

18 Sept 2026

Download Ends

9 Oct 2026

Submission Starts

18 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (12 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. 2.8.1 All kinds of soil.	199.23	Cum	-	-
2	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level (4.1.4) 1:2.4(1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm normal size).	34.11	Cum	-	-
3	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 :6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with 7.1.1 Cement mortar 1 cement: 6 coarse sand).	158.01	Cum	-	-
4	15 mm cement plaster of mix (13.2.1) 1:4 (1 cement: 4 fine sand).	526.7	Sqm	-	-
5	Repairing to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints & preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 metres lead. 14.1.1) With cement mortar 1:4 (1 cement : 4 fine sand).	234	Sqm	-	-
6	Neat cement punning.	734.7	Sqm	-	-
7	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.5.20.1 Thermo-Mechanically treated bar.	98.97	Kg	-	-
8	Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete.	9.51	Sqm	-	-
9	Reinforced cement concrete work in beams, suspended floors, roofs having stop upto 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 5.3 (1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).	1.15	Cum	-	-
10	Add EPF @ 0.65%	1	-	-	-

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 • 2.56 MB

Work Item Documents

tenderdocument.pdf

Tender Documents • 7.74 MB

BOQ_973850.xls

BOQ • 0.33 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. 2.8.1 All kinds of soil.

199.23

Cum

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level (4.1.4) 1:2.4(1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm normal size).

34.11

Cum

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 :6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with 7.1.1 Cement mortar 1 cement: 6 coarse sand).

158.01

Cum

15 mm cement plaster of mix (13.2.1) 1:4 (1 cement: 4 fine sand).

526.7

Sqm

Repairing to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints & preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 metres lead. 14.1.1) With cement mortar 1:4 (1 cement : 4 fine sand).

234

Sqm

Neat cement punning.

734.7

Sqm

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.5.20.1 Thermo-Mechanically treated bar.

98.97

Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete.

9.51

Sqm

Reinforced cement concrete work in beams, suspended floors, roofs having stop upto 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 5.3 (1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

1.15

Cum

Add EPF @ 0.65%