Defence Statutory Bodies & Commissions/Committees Closing in 2 days TDR #57101072

Tender For Provn Of 04 No Bore Wells For Water Supply In Aor Of Ge Minniebay, Sri Vijayapuram (8855/E8)

Issued by Statutory Bodies & Commissions/Committees · South Andamans, Andaman And Nicobar Islands
Tender Value
43.50 Lakhs
Estimated cost
Bid Submission
18 Sep 2026
2 days left
EMD
87000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
South Andamans → Andaman And Nicobar Islands
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Provn Of 04 No Bore Wells For Water Supply In Aor Of Ge Minniebay, Sri Vijayapuram (8855/E8)

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 03-Sep-2026 CORRIGENDUM Date 10-Sep-2026
2 11-Sep-2026 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 18-Sep-2026
3 03-Sep-2026 CORRIGENDUM Date 10-Sep-2026
4 03-Sep-2026 CORRIGENDUM-2 Date 11-Sep-2026

BOQ

Name of Work:- PROVN OF 04 NO BORE WELLS FOR WATER SUPPLY IN AOR OF GE MINNIEBAY, SRI VIJAYAPURAM (8855/E8)
Sl. No. Item Description
1M&L for trail bore and drilling with percussion/rotary/mechanical ring bore hole at the site from ground level to the depth shown below, suitable size 180 mm bore casing PVC pipes upto 30mtr appro complete all as specified and directed by engr-in-charge. Note:- Lowering, PCC, Pea gravel shall be measured under relevant items of sch \\"A\\".
2Drilling bore hole vertically down suitable for lowering casing/ slotted pipe of size 180 mm bore initially up to a depth of 30 M approx from ground level including necessary annular space for gravel packing using rigs and other machinery for rottery or DTH process or combination of both in/ through any strata such as loams and, red clay, moorum, weathered rocks, rock, hard rock, lightly fractured rock, top soil, sandy clay, debbuled soil, loamy soil or any other geological formation and construction of pcc platform (casing/ slotted pipes and pee gravel will be measured and paid sperately). Quantity catered is meant for 4 in Nos bore wells.
3Drilling bore hole vertically down suitable for lowering casing/ slotted pipe of size 140 mm bore beyond of 30 M approx but not exceeding 100 Mtrs including necessary annular space for gravel packing using rigs and other machinery for rottery or DTH process or combination of both in/ through any strata such as loams and, red clay, moorum, weathered rocks, rock, hard rock, lightly fractured rock, top soil, sandy clay, debbuled soil, loamy soil or any other geological formation and construction of pcc platform (casing/ slotted pipes and pee gravel will be measured and paid sperately). Quantity catered is meant for 4 in Nos bore wells.
4Supplying, lowering and fixing into bore hole PVC housing pipes jointed duly with socket and spigot of each casing pipe of size 180 mm nominal bore, of pressure rating 6 Kg/Sq cm complete all as specified and directed. Note : Depth of bore and depth of pipe can vary as per rqmt and availabilityof water
5Supplying, lowering and fixing into bore hole PVC pipes perforated 140 mm nominal bore,of pressure rating 6kg/sqmm, complete all as specified and directed.
6Supplying, lowering and fixing into bore hole slotted PVC pipes perforated 140 mm nominal bore,of pressure rating 6kg/sqmm, slot size 1 to 2 mm complete all as specified and directed.
7Developing the tube well by means of air compressor unit of adequate capacity not less than 250 PSI and over pumping with the help of suitable size of pump untill sand free water is obtained and accessories and sand by DG set in order to ensure continuous pumping for 02 hrs & yield test by 'V' notch method. (Note :- Rate quoted will include provision of all T&P required for this test to be provided by the contractor)
8M&L for carrying chemical / bacteriological analysis and portability test of water obtained from bore well from Andaman state board/ MCD/ approved Micro Engineering and testing lab and submitting the report in duplicate to Engr-in-charge, complete all as specified and directed.
9M&L for GI heavy grade column pipe of 50 mm bore, cut into 3.0 mtr length incl providing of threading on both sides and lowering into borewell along with GI heavy duty long socket complete all as directed
10Supplying, installation, commissioning and testing 3 phase submersible pump 5 HP 415 Volts AC 50 Hz 400 LPM, 125 mtr head and discharge suitable for 50 mm dia column pipe of bore well complete all as specified and directed. Make :- Kirloskar/ KSB/Crompton Greaves. Note:- Depth of lowering of pump shall be as recommended after yield test for safe yield.
11Supply and fixing submersible cable 3 core flat of size 4 sqmm with multi stranded copper conductor cable complete all as specified and directed.
12S&F MS well cap suitable for 140 mm dia casing pipe with 4 Nos 16 mm dia nuts , bolts and washers MS clamp fabricated from flat iron 50 x 6 mm thick duly drilled holes of suitable size including painting with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified
13Supply and fix 50mm dia Gun metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipes and fixed complete all as specified and directed .
14Supply and fixing of DI D/F Sluice valve (Soft Sealed) of 80mm dia, Resilient Seated Soft Sealing gate valves (Sluice valves NON RAISING TYPE) with body bonnet of ductile cast iron of grade GGG-40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per IS 3896 - Part 2- 1985 and subsequent revisions, Wedge fully rubber lined with EPDM Food grade quality and Seals of NBR and the valve should be vacuum tight and 100 % leak proof with face to face dimension as per BS 5163-89/IS 14846-2000/DIN 3202 F4. and Valves should be electrostatic powder coating both inside and outside pocket less body passage class PN 1.6 including all jointing materials (Gasket, Nut bolts etc) connecting and testing complete all as specified and as directed by Engr-In-Charge)
15Supply and fixing of DI D/F Sluice valve (Soft Sealed) of 100mm dia, Resilient Seated Soft Sealing gate valves (Sluice valves NON RAISING TYPE) with body bonnet of ductile cast iron of grade GGG-40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per IS 3896 - Part 2- 1985 and subsequent revisions, Wedge fully rubber lined with EPDM Food grade quality and Seals of NBR and the valve should be vacuum tight and 100 % leak proof with face to face dimension as per BS 5163-89/IS 14846-2000/DIN 3202 F4. and Valves should be electrostatic powder coating both inside and outside pocket less body passage class PN 1.6 including all jointing materials (Gasket, Nut bolts etc) connecting and testing complete all as specified and as directed by Engr-In-Charge)
16S&F gun metal non return valve 50mm dia, complete all as specified and directed
17Supply and fixing Non Return valve of size 80 mm dia, connecting & testing both ends flanged and drilled cast iron body class PN-1.6 confirming to IS- 14846/2000 complete with gun metal spindle including necessary nut bolt etc for the following sizes . Make: L&T/Kalpana/Kirloskar
18Supply and fixing Non Return valve of size 100 mm dia, connecting & testing both ends flanged and drilled cast iron body class PN-1.6 confirming to IS- 14846/2000 complete with gun metal spindle including necessary nut bolt etc for the following sizes . Make: L&T/Kalpana/Kirloskar Please Enable Macros to View BoQ information
19Supply and fixing Non Return valve of size 100 mm dia, connecting & testing both ends flanged and drilled cast iron body class PN-1.6 confirming to IS- 14846/2000 complete with gun metal spindle including necessary nut bolt etc for the following sizes . Make: L&T/Kalpana/Kirloskar Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57101072
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 43.50 Lakhs
LAST DATE 18-09-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Provn Of 04 No Bore Wells For Water Supply In Aor Of Ge Minniebay, Sri Vijayapuram (8855/E8)
Basic Detail
Tender No 8855/E8
Bidding Type Tender
Location
City South Andamans
State Andaman And Nicobar Islands
Key Dates
Publish Date 11 Sep 2026
Submission Date 18 Sep 2026
Open Date 21 Sep 2026
Finance
Tender Value 43.50 Lakhs
Tender Fee 500
EMD 87000
Exemption Available
Document List
8855tender.pdf
b075555d-fd54-4899-94ea-9bfaa0188287.html
BOQ_880002.xls
Tendernotice_1.pdf

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Tender Timeline

Sep 11, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 10, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Sep 18, 2026
18:00 IST

Corrigendum-2 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 2 days
Sep 10, 2026
18:00 IST

Corrigendum-3 Issued

Clarifications on tender conditions and amendments issued.

Completed
Sep 11, 2026
18:00 IST

Corrigendum-4 Issued

Clarifications on tender conditions and amendments issued.

Completed
Sep 18, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Sep 21, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 5 days

Tender Documents

Download All (ZIP) ↓
pdf

8855tender.pdf

html

b075555d-fd54-4899-94ea-9bfaa0188287.html

xls

BOQ_880002.xls

pdf

Tendernotice_1.pdf

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