Tender ID

DEFPROC

To Be Opened

Works

Civil Works

PROVN OF RAINWATER HARVESTING FOR KLP OF HQ INDEP BDE AND INDEP AD BDE SIG COY AT BARODA

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

GE Baroda | Vadodara, Gujarat

Amount: ₹10.5 LCloses: 13 Mar 202626 Feb 2026Closed

Timeline

Published5 Feb 2026
Submission Opens19 Feb 2026
Closed13 Mar 202626 Feb 2026
Bid Opening16 Mar 202628 Feb 2026

Corrigenda

Corrigendum

3 updatesLatest on 26 Feb 2026Submission Ends:26 Feb 202613 Mar 2026

Date changes

Download Ends26 Feb 202613 Mar 2026Submission Ends26 Feb 202613 Mar 2026Bid Opening28 Feb 202616 Mar 2026

Tender Value

₹10.5 L

EMD Value

₹21,000

Closing Date

13 Mar 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

CWE Nagpur

Address

Commander Works Engineer Bldg No. P-9, Sitabuldi Fort, Nagpur - 440 001 Pin-900419, C/o 56 APO

Work Description

PROVN OF RAINWATER HARVESTING FOR KLP OF HQ INDEP BDE AND INDEP AD BDE SIG COY AT BARODA

Tender Information

Tender ID

2026_MES_751510_1

Reference Number

85025/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Location

GE Baroda

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredScan copy of the enlistment letter in MES (.pdf)

RequiredScanned copy of the application along with scanned copy of cost of tender document DD/Bankers cheque (.pdf)

RequiredScan copy of Provident Fund Code Number of the firm (.pdf)

RequiredScan copy of GST (Goods and Service Tax) Registration Number (.pdf)

RequiredScanned copies of documents in support of pre-qualification criteria as given in Appendix A to NIT (.pdf)

RequiredIf unenlisted then scanned copy of documents to satisfy enlistment criteria as per NIT and tender (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE (Army) Baroda

EMD Fee Amount

₹21,000

Important Dates

Last Activity

5 Feb 2026

Published

5 Feb 2026

Bid Opening

16 Mar 2026

Download Starts

5 Feb 2026

Download Ends

13 Mar 2026

Submission Starts

19 Feb 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (21 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation over areas not exc 1.5 mtr deep and getting out in soft/loose soil all as specified and directed.	248	Cum	-	-
2	Excavation over areas exc 1.5 mtr but not exc 3.0 mtr deep and getting out in soft/loose soil all as specified and directed.	248	Cum	-	-
3	Excavation over areas exc 3 mtr but not exc 4.5 mtr deep and getting out in soft/loose soil all as specified and directed.	17	Cum	-	-
4	M&L for PCC type B2 (1:2:4) (using 40 mm graded stone aggregate) as in foundation filling and mass concrete all as specified and directed..	5.7	Cum	-	-
5	M & L Hard core of gauge not exc 63mm deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface of 100mm thick with broken/stone/boulers.	1.3	Cum	-	-
6	M&L for design mix reinforced cement concrete M-30 ( Using 20 mm graded stone aggregate) as in foundation plinth beam cantilevers, bressummers etc,all as specified and directed	24	Cum	-	-
7	M&L for design mix reinforced cement concrete M-30 ( Using 20 mm graded stone aggregate) as in wall, retaining walls and like, any thickness, above top of footing including attached pilasters and buttresses all as specified and directed	12.24	Cum	-	-
8	M&L for form work to sides for rough finished curved surface of concrete , foundations, footings, base of column, raft and raft beams , sides and soffits of foundation and plinth beams and similars work verticle or to batter for curved surface	11.7	Sqm	-	-
9	M&L for form work to curved face of walls, retaining wall, etc for rough finished surface of concrete, verticle or to batter for curved surface	97	Sqm	-	-
10	S&F TMT steel bars 10mm dia and over, cut to length, bent to shape required, including cracking bending spirally for hooping for footing, columns, beams, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia.	-	Kg	-	-

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 • 0.41 MB

Work Item Documents

BOQ_841688.xls

BOQ • 0.35 MB

tenderdoc.pdf

Tender Documents • 0.95 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation over areas not exc 1.5 mtr deep and getting out in soft/loose soil all as specified and directed.

248

Cum

Excavation over areas exc 1.5 mtr but not exc 3.0 mtr deep and getting out in soft/loose soil all as specified and directed.

248

Cum

Excavation over areas exc 3 mtr but not exc 4.5 mtr deep and getting out in soft/loose soil all as specified and directed.

Cum

M&L for PCC type B2 (1:2:4) (using 40 mm graded stone aggregate) as in foundation filling and mass concrete all as specified and directed..

5.7

Cum

M & L Hard core of gauge not exc 63mm deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface of 100mm thick with broken/stone/boulers.

1.3

Cum

M&L for design mix reinforced cement concrete M-30 ( Using 20 mm graded stone aggregate) as in foundation plinth beam cantilevers, bressummers etc,all as specified and directed

Cum

M&L for design mix reinforced cement concrete M-30 ( Using 20 mm graded stone aggregate) as in wall, retaining walls and like, any thickness, above top of footing including attached pilasters and buttresses all as specified and directed

12.24

Cum

M&L for form work to sides for rough finished curved surface of concrete , foundations, footings, base of column, raft and raft beams , sides and soffits of foundation and plinth beams and similars work verticle or to batter for curved surface

11.7

Sqm

M&L for form work to curved face of walls, retaining wall, etc for rough finished surface of concrete, verticle or to batter for curved surface

Sqm

S&F TMT steel bars 10mm dia and over, cut to length, bent to shape required, including cracking bending spirally for hooping for footing, columns, beams, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia.