DEFPROC

Technical Eval

Works

Construction Works

PROVISION OF SEWAGE LINES AND ALLIED WORKS SERVICES AT 9 BRD AF STN PUNE

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

GE AF Lohegaon | Pune, Maharashtra

Amount: ₹1.2 CrCloses: 22 Aug 202631 Jul 2026Closed

Timeline

Published4 Jul 2026
Closed22 Aug 2026
Technical Evaluation28 Aug 2026
Award—

Bids

3 Bids28 Aug 2026

#	Company	Status
1	om construction Accepted-Technical	Accepted-Technical DOCUMENTS FOUND OK
2	Apurva constructions Rejected-Technical	Rejected-Technical As the indl is reflected No in WLR of HQ CE SC letter No 80020/WLR/S to D/Mar 2026/20/E8 dt 29 May 2026. Hence, Rejected.
3	KSP ENTERPRISES Rejected-Technical	Rejected-Technical As the indl in class B but he has neither enlisted in the a(ii) category nor having work experience as per NIT. Hence, Rejected.

Corrigenda

Corrigendum

4 updatesLatest on 18 Aug 2026Submission Ends:31 Jul 202622 Aug 2026

Date changes

Download Ends31 Jul 202622 Aug 2026Submission Starts25 Jul 202630 Jul 2026Submission Ends31 Jul 202622 Aug 2026Bid Opening8 Aug 202624 Aug 2026

Tender Value

₹1.2 Cr

EMD Value

₹2.0 L

Closing Date

22 Aug 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Kiran Gajrani, IDSE

Address

Commander Works Engineers (AF) ,Lohegaon, Pune - 411 032

Work Description

PROVISION OF SEWAGE LINES AND ALLIED WORKS SERVICES AT 9 BRD AF STN PUNE

Tender Information

Tender ID

2026_MES_776556_1

Reference Number

83012/E8

Tender Type

Open Tender

Product Category

Construction Works

Form of Contract

Item Rate

Period of Work

270 days

Location

GE AF Lohegaon

Source Website

Subscribe to view

Eligibility / Pre-Qualification

AS PER NIT AND TENDER DOCUMENTS

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredSCANNED COPY OF APPLICATION AND DD FOR RUPEES 1000 IN FAVOUR OF GE AF LOHEGAON (.pdf)

RequiredCOPY OF ENLISTMENT LETTER EPF REGISTRATION LETTER AND GST REGISTRATION SHALL BE UPLOADED (.pdf)

RequiredUNENLISTED FIRMS SUBMIT SCANNED COPY OF WORK DONE IN LAST 03 YEARS DULY NOTARIZED INDICATING DEPT (.pdf)

RequiredUNENLISTED FIRMS SUBMIT SCANNED COPY OF EMD FOR RUPEES 1,97,040 IN FAVOUR OF GE AF LOHEGAON AS EMD (.pdf)

RequiredOTHER RELEVENT DOCUMENTS REQUIRED FOR UN-ENLISTED FIRMS SHALL ALSO BE SUBMIT/UPLOD AS PER NIT (.pdf)

Finance

RequiredBOQ (.xls)

RequiredTENDER DOCUMENTS (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,000

Tender Fee Payable To

GE AF Lohegaon

EMD Fee Amount

₹2.0 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Aug 2026

Published

4 Jul 2026

Bid Opening

24 Aug 2026

Download Starts

4 Jul 2026

Download Ends

22 Aug 2026

Submission Starts

30 Jul 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (48 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Surface excavation nexc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard dense soil ,complete all as specified and as directed.	300	Sqm	-	-
2	Excavating in post holes (or similar holes) each n exc 0.5cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance nexc 50m and making good surface in soft disintegrated rock.	60	EACH	-	-
3	Excavation in any type of soil by mechanical means (Hydraulic excavator) / in foundation trenches or drains depth nexc 1.50m, 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 excavated soil lead upto 50 m as directed by Engr-in-charge.	290	Cum	-	-
4	Excavation in any type of ordinary rock / soft disintegrated rock by mechanical means (Hydraulic excavator) / 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 excavated soil lead upto 50 m as directed by Engr-in-charge.	420	Cum	-	-
5	Excavation in hard rock (manjeera rock) depth not exceeding 1.5 m mechanical means (Hydraulic excavator) / 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 3 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m as directed by Engr-in-charge.	420	Cum	-	-
6	Excavation in hard rock (manjeera rock) depth exceeding 1.5 m but not excedding 3 m mechanical means (Hydraulic excavator) / 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 3 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m as directed by Engr-in-charge.	1,132	Cum	-	-
7	Excavation in hard rock (manjeera rock) depth exceeding 3.00 m but not excedding 4.5 m mechanical means (Hydraulic excavator) / 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 45 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m as directed by Engr-in-charge.	603	Cum	-	-
8	Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth and getting it out for laying of cable / pole in soft/loose soil etc, complete all as specified and directed by Engr-in-Charge.	122.4	Cum	-	-
9	Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth and getting it out for laying of cable / pole in hard/dense soil complete all as specified and directed by Engr-in-Charge.	91.8	Cum	-	-
10	Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth and getting it out for laying of cable / pole in soft disintegrated rock complete all as specified and directed by Engr-in-Charge.	61.2	Cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

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 • 0.33 MB

Work Item Documents

83012TD.pdf

Tender Documents • 1.42 MB

BOQ_869607.xls

BOQ • 0.98 MB

Corrigendum Documents

Dtcorr3.pdf

PDF • 0.29 MB

CORRI2-83012MERGED.pdf

PDF • 11.00 MB

DTCORRI1-date-83012.pdf

PDF • 0.29 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

om construction

Accepted-Technical

Apurva constructions

Rejected-Technical

KSP ENTERPRISES

Rejected-Technical

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Surface excavation nexc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard dense soil ,complete all as specified and as directed.

300

Sqm

Excavating in post holes (or similar holes) each n exc 0.5cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance nexc 50m and making good surface in soft disintegrated rock.

EACH

Excavation in any type of soil by mechanical means (Hydraulic excavator) / in foundation trenches or drains depth nexc 1.50m, 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 excavated soil lead upto 50 m as directed by Engr-in-charge.

290

Cum

Excavation in any type of ordinary rock / soft disintegrated rock by mechanical means (Hydraulic excavator) / 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 excavated soil lead upto 50 m as directed by Engr-in-charge.

420

Cum

Excavation in hard rock (manjeera rock) depth not exceeding 1.5 m mechanical means (Hydraulic excavator) / 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 3 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m as directed by Engr-in-charge.

420

Cum

Excavation in hard rock (manjeera rock) depth exceeding 1.5 m but not excedding 3 m mechanical means (Hydraulic excavator) / 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 3 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m as directed by Engr-in-charge.

1,132

Cum

Excavation in hard rock (manjeera rock) depth exceeding 3.00 m but not excedding 4.5 m mechanical means (Hydraulic excavator) / 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 45 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m as directed by Engr-in-charge.

603

Cum

Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth and getting it out for laying of cable / pole in soft/loose soil etc, complete all as specified and directed by Engr-in-Charge.

122.4

Cum

Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth and getting it out for laying of cable / pole in hard/dense soil complete all as specified and directed by Engr-in-Charge.

91.8

Cum

Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth and getting it out for laying of cable / pole in soft disintegrated rock complete all as specified and directed by Engr-in-Charge.

61.2

Cum