DEFPROC

AOC

Works

Civil Works

PROVN OF PATH WAY ALONG PERIMETER WALL INSIDE INHS DHANVANTARI 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: ₹43.5 LCloses: 10 Feb 2026Closed

Bids

Item Rate

8 Bids11 Mar 2026

#	Company	Amount	Rank	Status
1	L1₹47.1 LAccepted-AOC NEAR SATSANG GARACHARMA BASTI GARACHARMA PORT BLAIR 744 105 \| PORT BLAIR \| SOUTH ANDAMAN \| ANDAMAN AND NICOBAR ISLANDS \| 744105	₹47.1 L	L1	Accepted-AOC Accept
2	L2₹48.6 LRejected-Finance BRICHGUNI CHOWK PROTHRAPUR SOUTH ANDAMAN SRI VIJAYA PURAM 744103 \| SRI VIJAYA PURAM \| SOUTH ANDAMAN \| ANDAMAN AND NICOBAR ISLANDS \| 744103	₹48.6 L	L2	Rejected-Finance Not being L1
3	L3₹49.2 LRejected-Finance	₹49.2 L	L3	Rejected-Finance Not being L1
4	L4₹49.9 LRejected-Finance NEAR OLD CCS JUNGLIGHAT SRI VIJAYA PURAM 744 103 \| SRI VIJAYA PURAM \| SOUTH ANDAMANS \| ANDAMAN AND NICOBAR ISLANDS \| 744103	₹49.9 L	L4	Rejected-Finance Not being L1
5	L5₹50.0 LRejected-Finance	₹50.0 L	L5	Rejected-Finance Not being L1

BoQ Line Items

Line Items (12)

Sl No	Description	Qty	Unit	M/s Harjas Construction & Waterproofing Co L6	SKV Engineering L4	M/s Sriya Enterprises L1	ANITA VARMA ENTERPRISES L3	Sri Ram Construction L7	RS ENGINEERING WORK L5	SIMONS CONSTRUCTION L2
1.00	M&L for Excavating in trenches in soft/Loose soil, n exc 1.5 m wide and n exc 1.5 m 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 complete all as specified and directed.	160	Cum	552 ₹88,320	500 ₹80,000	500 ₹80,000	524 ₹83,840	538 ₹86,080	550 ₹88,000	495 ₹79,200
2.00	Returning filling in hard/dense soil, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.	80	Cum	276 ₹22,080	265 ₹21,200	250 ₹20,000	262 ₹20,960	269 ₹21,520	272 ₹21,760	259 ₹20,720
3.00	Removing excavation material surplus soil to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.	80	Cum	221 ₹17,680	212 ₹16,960	200 ₹16,000	210 ₹16,800	215 ₹17,200	217 ₹17,360	207 ₹16,560
4.00	M&L Hardcore with brocken stone or boulders of gauge n.exc 63 mm , deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed	54	Cum	2,210 ₹1.2 L	2,120 ₹1.1 L	2,000 ₹1.1 L	2,098 ₹1.1 L	2,153 ₹1.2 L	2,174 ₹1.2 L	2,070 ₹1.1 L
5.00	M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical complete all as specified and directed	150	Sqm	663 ₹99,450	636 ₹95,400	600 ₹90,000	629 ₹94,350	646 ₹96,900	652 ₹97,800	621 ₹93,150
6.00	M& L PCC (1:4:8) Type D2 (using 40mm graded aggregte) in foundations, filling and mass concrete complete all as specified and directed	70.5	Cum	12,153 ₹8.6 L	11,658 ₹8.2 L	11,000 ₹7.8 L	11,539 ₹8.1 L	11,841 ₹8.3 L	11,957 ₹8.4 L	11,383 ₹8.0 L
7.00	M&L for 40 mm thick Cement concrete type B-1, 1:2:4 (20mm graded aggregate) as in floors, pavings etc Complete all as specified and directed.	705	Sqm	552 ₹3.9 L	530 ₹3.7 L	500 ₹3.5 L	524 ₹3.7 L	650 ₹4.6 L	543 ₹3.8 L	500 ₹3.5 L
8.00	M&L Precast cement concrete block masonry with solid block , exc 10 cm in width in PCC type C-1 , (1:3:6)( using 20 mm graded stone aggregate) set in CM (1:6) complete all as specified and directed	35	Cum	16,572 ₹5.8 L	15,897 ₹5.6 L	15,000 ₹5.3 L	15,735 ₹5.5 L	16,147 ₹5.7 L	16,305 ₹5.7 L	15,522 ₹5.4 L
9.00	M&Lfor heavy duty anti skid parking ceramic tiles 10mm thick (square) 400x400 size in floors, steps, raisers, etc,set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 20 mm thick screed bed in CM (1:4) complete all as specified and directed.	705	Sqm	2,750 ₹19.4 L	2,755 ₹19.4 L	2,600 ₹18.3 L	2,690 ₹19.0 L	2,799 ₹19.7 L	2,650 ₹18.7 L	2,690 ₹19.0 L
10.00	M&L for PCC(1:2:4) type B1 using 20 mm stone graded aggregate as in coping at sides of pathway complete all as specified and directed	2.2	Cum	16,572 ₹36,458.40	15,897 ₹34,973.40	15,000 ₹33,000	15,735 ₹34,617	16,147 ₹35,523.40	16,305 ₹35,871	15,522 ₹34,148.40

Tender Value

₹43.5 L

EMD Value

₹87,000

Closing Date

10 Feb 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

GE, Minniebay, Sri Vijaya Puram

Address

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

Work Description

8705/E8- PROVN OF PATH WAY ALONG PERIMETER WALL INSIDE INHS DHANVANTARI UNDER GE MINNIE BAY, SRI VIJAYA PURAM

Tender Information

Tender ID

2026_MES_749217_1

Reference Number

8705/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

₹87,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Mar 2026

Published

20 Jan 2026

Bid Opening

12 Feb 2026

Download Starts

20 Jan 2026

Download Ends

10 Feb 2026

Submission Starts

3 Feb 2026

BOQ Preview

•

M&L for Excavating in trenches in soft/Loose soil, n exc 1.5 m wide and n exc 1.5 m 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 complete all as specified and directed.

•

Returning filling in hard/dense soil, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.

•

Removing excavation material surplus soil to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.

•

M&L Hardcore with brocken stone or boulders of gauge n.exc 63 mm , deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed

•

M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical complete all as specified and directed

•

M& L PCC (1:4:8) Type D2 (using 40mm graded aggregte) in foundations, filling and mass concrete complete all as specified and directed

•

M&L for 40 mm thick Cement concrete type B-1, 1:2:4 (20mm graded aggregate) as in floors, pavings etc Complete all as specified and directed.

•

M&L Precast cement concrete block masonry with solid block , exc 10 cm in width in PCC type C-1 , (1:3:6)( using 20 mm graded stone aggregate) set in CM (1:6) complete all as specified and directed

•

M&Lfor virtified ceramic tiles 10mm thick (square/ rectangular) polished heavy duty vertified tiles 400x400 size in floors, steps, raisers, etc,set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 20 mm thick screed bed in CM (1:4) complete all as specified and directed.

•

M&L for PCC(1:2:4) type B1 using 20 mm stone graded aggregate as in coping at sides of pathway complete all as specified and directed

•

M & L for rendering 15 mm thick in cement mortar (1:4) on concrete or brick masonry surfaces and finishing the top surface even and fair complete all as specified and as direced.

•

Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and directed

•

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Stage Documents

Stage Summary Snapshot

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Technical Bid Opening

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Technical Evaluation

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Financial Bid Opening

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boq_comp_chart.xlsx

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Financial Evaluation

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Award of Contract

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Work Item Documents

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