DEFPROC

Financial BO

Low Competition

Works

Civil Works

SITE PREPARATION FOR CONTAINERISED SMALL ARMS FIRING RANGE AT MARCOS (SVP) UNDER GE MINNIE BAY, SRI VIJAYA PURAM

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

GE, Minniebay, Sri Vijaya Puram | South Andamans, Andaman And Nicobar Islands

Amount: ₹43 LCloses: 24 Apr 202617 Apr 2026

Corrigendum

Closed

Bids

Item Rate

7 Bids30 Apr 2026

#	Company	Amount	Rank	Status
1	L1₹47.2 LAdmitted-Finance	₹47.2 L	L1	Admitted-Finance
2	L2₹49.7 LAdmitted-Finance	₹49.7 L	L2	Admitted-Finance
3	L3₹51.1 LAdmitted-Finance	₹51.1 L	L3	Admitted-Finance
4	L4₹51.7 LAdmitted-Finance	₹51.7 L	L4	Admitted-Finance
5	L5₹52.0 LAdmitted-Finance	₹52.0 L	L5	Admitted-Finance

BoQ Line Items

Line Items (79)

Sl No	Description	Qty	Unit	V M YOUSUF L6	AR CONSTRUCTIONS L4	A PALANI L5	N H CONSTRUCTION L3	M/s VMK Construction L1	M/S AMK CONSTRUCTIONS L7	NAWAZ CONSTRUCTIONS L2
1.00	Excavation over areas n exc 1.5 m in depth; for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed.	165	Cum	275 ₹45,375	220 ₹36,300	200 ₹33,000	280 ₹46,200	250 ₹41,250	300 ₹49,500	250 ₹41,250
2.00	Excavation over areas exc 1.5 m in depth but n.exc 3.00 depth for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed.	18	Cum	280 ₹5,040	220 ₹3,960	200 ₹3,600	260 ₹4,680	300 ₹5,400	300 ₹5,400	250 ₹4,500
3.00	Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft loose soil. Complete all as specified.	66.44	Cum	280 ₹18,603.20	220 ₹14,616.80	200 ₹13,288	260 ₹17,274.40	300 ₹19,932	300 ₹19,932	250 ₹16,610
4.00	M & L for PCC 1:4:8 with type D2 using 40 mm graded crushed stone aggregate as in filling, foundation and mass concrete complete all as specified and directed.	23.5	Cum	9,700 ₹2.3 L	10,500 ₹2.5 L	11,000 ₹2.6 L	10,000 ₹2.4 L	9,800 ₹2.3 L	10,000 ₹2.4 L	9,500 ₹2.2 L
5.00	M&L for Nominal mix RCC M-30 (using 20mm graded stone aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed	66	Cum	15,500 ₹10.2 L	16,000 ₹10.6 L	16,000 ₹10.6 L	15,000 ₹9.9 L	14,500 ₹9.6 L	16,000 ₹10.6 L	15,000 ₹9.9 L
6.00	M&L for Nominal mix RCC M-30 (using 20mm graded stone aggregate) in Walls, retaining walls,basement walls, ballast walls and the like; anythickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed	69	Cum	15,500 ₹10.7 L	16,000 ₹11.0 L	16,500 ₹11.4 L	15,000 ₹10.3 L	14,600 ₹10.1 L	16,000 ₹11.0 L	15,000 ₹10.3 L
7.00	M&L for use and waste form work to sides of concrete foundations, footings, rafts, and raft beams sides and soffit of foundations and plinth beam and similar work for flat rough finished surface complete all as specified and directed.	34	Sqm	350 ₹11,900	250 ₹8,500	280 ₹9,520	350 ₹11,900	300 ₹10,200	400 ₹13,600	300 ₹10,200
8.00	M&L for use and waste form work to faces of walls retaining walls, abutments, parapets and like for flat rough finishesd surface complete all as specified and directed.	345	Sqm	650 ₹2.2 L	650 ₹2.2 L	670 ₹2.3 L	650 ₹2.2 L	550 ₹1.9 L	700 ₹2.4 L	600 ₹2.1 L
9.00	M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed	6,000	Kg	150 ₹9 L	135 ₹8.1 L	140 ₹8.4 L	138 ₹8.3 L	135 ₹8.1 L	200 ₹12 L	135 ₹8.1 L
10.00	M&L for 110 mm bore PVC pipes as in weep holes complete all as specified.	70	Rm	800 ₹56,000	700 ₹49,000	780 ₹54,600	750 ₹52,500	550 ₹38,500	900 ₹63,000	750 ₹52,500

Corrigenda

Corrigendum

1 updatesLatest on 17 Apr 202617 Apr 202624 Apr 2026

Updated dates

Bid Submission End24 Apr 202617 Apr 2026

Bid Opening25 Apr 202618 Apr 2026

Download Ends24 Apr 202617 Apr 2026

Tender Value

₹43 L

EMD Value

₹86,000

Closing Date

24 Apr 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

GE, Minniebay, Sri Vijaya Puram

Address

GE, Minniebay, Junglighat (PO), Sri Vijaya Puram -744103

Work Description

8737/E8- SITE PREPARATION FOR CONTAINERISED SMALL ARMS FIRING RANGE AT MARCOS (SVP) UNDER GE MINNIE BAY, SRI VIJAYA PURAM

Tender Information

Tender ID

2026_MES_757979_1

Reference Number

8737/E8

Tender Type

Open Tender

Product Category

Civil Works

Period of Work

180 days

Location

GE, Minniebay, Sri Vijaya Puram

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

13 documents required · 13 mandatory

Fee/PreQual/Technical

RequiredApplication for issue of tender (.pdf)

RequiredTender Fee (.pdf)

RequiredEnlistment letter (.pdf)

RequiredEligibility Criteria documents for Un enlisted Contractors as per NIT (.pdf)

RequiredAffidavit for No recovery due and No ban imposed (.pdf)

RequiredEmployees provident Fund Code No (.pdf)

RequiredGST Tax Registration No (.pdf)

RequiredUndertaking for Exemption from EMD (.pdf)

RequiredResidual work load as on date of submission of bid as per Para Note 1 or 2 of NIT (.pdf)

RequiredESIC Registration (.pdf)

RequiredAffidavit for No ban in another Zone / Command and declaration and No ban of Sister Concern Firm (.pdf)

Finance

RequiredBOQ (.xls)

RequiredTender Documents (.pdf)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

GE, Minniebay

EMD Fee Amount

₹86,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Apr 2026

Published

27 Mar 2026

Bid Opening

25 Apr 2026

Download Starts

27 Mar 2026

Download Ends

24 Apr 2026

Submission Starts

10 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation over areas n exc 1.5 m in depth; for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed.
2Excavation over areas exc 1.5 m in depth but n.exc 3.00 depth for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed.
3Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft loose soil. Complete all as specified.
4M & L for PCC 1:4:8 with type D2 using 40 mm graded crushed stone aggregate as in filling, foundation and mass concrete complete all as specified and directed.
5M&L for Nominal mix RCC M-30 (using 20mm graded stone aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed
6M&L for Nominal mix RCC M-30 (using 20mm graded stone aggregate) in Walls, retaining walls,basement walls, ballast walls and the like; anythickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed
7M&L for use and waste form work to sides of concrete foundations, footings, rafts, and raft beams sides and soffit of foundations and plinth beam and similar work for flat rough finished surface complete all as specified and directed.
8M&L for use and waste form work to faces of walls retaining walls, abutments, parapets and like for flat rough finishesd surface complete all as specified and directed.
9M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed
10M&L for 110 mm bore PVC pipes as in weep holes complete all as specified.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.32 MB

Work Item Documents

8737tender1.pdf

Tender Documents • 0.99 MB

BOQ_849023.xls

BOQ • 0.30 MB

Ready to Participate?

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