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REPAIR MAINTENANCE OF UG SUMP STATIC WATER TANKS AND OH TANKS UNDER GE NW VASCO

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

VASCO-DA-GAMA | South Goa, Goa

Amount: ₹60.0 LCloses: 28 Oct 2026

Timeline

Published6 Oct 2026
Submission Opens21 Oct 2026
Closes28 Oct 2026
Bid Opening4 Nov 2026

Tender Value

₹60.0 L

EMD Value

₹1.2 L

Closing Date

28 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

SHRI JITENDRA KUMAR MEENA IDSE EE

Address

GARRISON ENGINEER (NW) VASCO Opposite KV No.2, School, Shantinagar, Vasco-Da-Gama, Goa-403802.

Work Description

8266/E8

Tender Information

Tender ID

2026_MES_792595_1

Reference Number

8266/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

210 days

Location

VASCO-DA-GAMA

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Class C Categoary a i

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredSCANNED COPY OF APPLICATION ALONGWITH DD ON LETTER HEAD OF FIRM REQUESTING ISSUE OF TENDER (.pdf)

RequiredSCANNED COPY OF BID SECURING DECLARATION (.pdf)

RequiredSCANNED COPY OF ENLISTMENT LETTER ALONGWITH APPX A AND B INCL RECLASSIFICATION LETTER FOR 2026-2030 (.pdf)

RequiredSCANNED COPY OF AUTHORITY FOR DSC TO BIND THE FIRM IN ALL MATTERS PERTAINS TO CONTRACT (.pdf)

RequiredFOR UNENLISTED CONTRACTORS SCANNED COPY OF DOCUMENTS MEETING ENLISTMENT CRITERIA OF MES (.pdf)

RequiredSCANNED COPY OF EPF AND GST REGISTRATION CERTIFICATE (.pdf)

RequiredDECLARATION/AFFIDAVITE DULY INDICATING LIST OF AMT OF WORK IN HAND/BALANCE WORK YET TO BE COMPLETED (.pdf)

Finance

RequiredBOQ (.xls)

RequiredTENDER DOCUMENTS (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,000

Tender Fee Payable To

GE NW VASCO

EMD Fee Amount

₹1.2 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

4 Nov 2026

Download Starts

6 Oct 2026

Download Ends

28 Oct 2026

Submission Starts

21 Oct 2026

Clarification Period

6 Oct 2026 - 10 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (63 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Dismantling mild steel work of any description not otherwise provided for	14	Qtl.	-	-
2	S & F Mild steel roof trusses (framed), Trussesd, purlins, crane grantries, rails and framings and heavy bracket framing (Beam,tee, angle, channel or flat sections) confrming to Fe 410-W (Grade-E- 250) Quality-A including cleats,distance pieces etc (for UG sump, static water tank)	850	Kg.	-	-
3	S&F plates (plain or chequred) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment . Fe 410-W (Grade-E- 250) quality-A complete all as specified and directed.(for UG sump, static water tank)	550	Kg	-	-
4	M&L Prepearing new steel surfaces of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint over one coat of Red oxide, zinc chrome primer complete all as specified and directed.(for UG sump, static water tank)	150	Sqm	-	-
5	Ditto as item no - 1 But RCC Over head tank up to 25 mtr height. stair railing,Ms plate Note:- All necssary T&P and safety tools including all necssary scaffolding if any shall be provided by cotractor and cost of the same is deemed to be inclusive in the quoted rate.	28	Qtl.	-	-
6	Ditto as item no - 2 But RCC Over head tank up to 25 mtr height. stair railing,Ms plate Note:- All necssary T&P and safety tools including all necssary scaffolding if any shall be provided by cotractor and cost of the same is deemed to be inclusive in the quoted rate.	2,100	Kg.	-	-
7	Ditto as item no - 3 But RCC Over head tank up to 25 mtr height. stair railing,Ms plate Note:- All necssary T&P and safety tools including all necssary scaffolding if any shall be provided by cotractor and cost of the same is deemed to be inclusive in the quoted rate.	700	Kg	-	-
8	Ditto as item no - 4 But RCC Over head tank up to 25 mtr height. stair railing,Ms plate Note:- All necssary T&P and safety tools including all necssary scaffolding if any shall be provided by cotractor and cost of the same is deemed to be inclusive in the quoted rate.	200	Sqm	-	-
9	M&L comprising for the following :- Drilling holes of 12/14 mm dia along the cracks (along the V-grooves made) in concrete at an interval of 500 mm c/c in zig-zag fashion for about 75 mm deep using electrically operated hammer drills, clean the holes using air jet and make them dirt & dust free. Fixing nylon packers in the cleaned holes for pressure grouting. The fixing of nozzles shall be simultaneously carried out while sealing the V-groove, Remove the packers by cutting after completion of grouting without damaging structural elements. CONTD.TO.9.01	190	Each Job	-	-
9.01	Low Viscous Injection Grout :- Providing and injection grouting low viscosity (3-5 cps) high molecular weight monomer APCOREP INJECTION GROUT LV into concrete by injection grouting at 400-500 mm centre to centre through nylon nipples of 12 mm dia fixed and drilled to the depth of 75mm to 120 mm, Injected into drilled holes at 4-6 kg /cm2 pressure and having tensile strength of >30 N/mm2 (ASTM-D-638-95) & flexure of >50 N/mm2 (ASTM-D-790-96). Injection Nipples to be placed and grouted with Apcorep EpoxySeal. Mixing Ratio : 1:1 (Base: Hardener) by Weight Make : Asian paint (APCOREP Inject grout LV) or approved equivalent Note:(a) Application to be done by authorised applicators , unit of measurement will be per hole/nozzle as one job.	-	-	-	-

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 • 0.32 MB

Work Item Documents

8266tenderdocuments.pdf

Tender Documents • 0.84 MB

BOQ_888746.xls

BOQ • 0.40 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Dismantling mild steel work of any description not otherwise provided for

Qtl.

S & F Mild steel roof trusses (framed), Trussesd, purlins, crane grantries, rails and framings and heavy bracket framing (Beam,tee, angle, channel or flat sections) confrming to Fe 410-W (Grade-E- 250) Quality-A including cleats,distance pieces etc (for UG sump, static water tank)

850

Kg.

S&F plates (plain or chequred) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment . Fe 410-W (Grade-E- 250) quality-A complete all as specified and directed.(for UG sump, static water tank)

550

M&L Prepearing new steel surfaces of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint over one coat of Red oxide, zinc chrome primer complete all as specified and directed.(for UG sump, static water tank)

150

Sqm

Ditto as item no - 1 But RCC Over head tank up to 25 mtr height. stair railing,Ms plate Note:- All necssary T&P and safety tools including all necssary scaffolding if any shall be provided by cotractor and cost of the same is deemed to be inclusive in the quoted rate.

Qtl.

Ditto as item no - 2 But RCC Over head tank up to 25 mtr height. stair railing,Ms plate Note:- All necssary T&P and safety tools including all necssary scaffolding if any shall be provided by cotractor and cost of the same is deemed to be inclusive in the quoted rate.

2,100

Kg.

Ditto as item no - 3 But RCC Over head tank up to 25 mtr height. stair railing,Ms plate Note:- All necssary T&P and safety tools including all necssary scaffolding if any shall be provided by cotractor and cost of the same is deemed to be inclusive in the quoted rate.

700

Ditto as item no - 4 But RCC Over head tank up to 25 mtr height. stair railing,Ms plate Note:- All necssary T&P and safety tools including all necssary scaffolding if any shall be provided by cotractor and cost of the same is deemed to be inclusive in the quoted rate.

200

Sqm

M&L comprising for the following :- Drilling holes of 12/14 mm dia along the cracks (along the V-grooves made) in concrete at an interval of 500 mm c/c in zig-zag fashion for about 75 mm deep using electrically operated hammer drills, clean the holes using air jet and make them dirt & dust free. Fixing nylon packers in the cleaned holes for pressure grouting. The fixing of nozzles shall be simultaneously carried out while sealing the V-groove, Remove the packers by cutting after completion of grouting without damaging structural elements. CONTD.TO.9.01

190

Each Job

9.01

Low Viscous Injection Grout :- Providing and injection grouting low viscosity (3-5 cps) high molecular weight monomer APCOREP INJECTION GROUT LV into concrete by injection grouting at 400-500 mm centre to centre through nylon nipples of 12 mm dia fixed and drilled to the depth of 75mm to 120 mm, Injected into drilled holes at 4-6 kg /cm2 pressure and having tensile strength of >30 N/mm2 (ASTM-D-638-95) & flexure of >50 N/mm2 (ASTM-D-790-96). Injection Nipples to be placed and grouted with Apcorep EpoxySeal. Mixing Ratio : 1:1 (Base: Hardener) by Weight Make : Asian paint (APCOREP Inject grout LV) or approved equivalent Note:(a) Application to be done by authorised applicators , unit of measurement will be per hole/nozzle as one job.