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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC MES WORKS SITE CARNICOBAR ANDAMAN NICOBAR ISLAND PIN 744301 | CARNICOBAR | NICOBAR | ANDAMAN AND NICOBAR ISLANDS | 744301 | L1 | Accepted-AOC L1 | |
| 2 | L2₹9.9 L+₹1.2 L (14.1%)Rejected-Finance AUSTINABAD CHINTAMBAR COLONY PORT BLAIR SOUTH ANDAMAN 744 103 | PORT BLAIR | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744103 | L2 | Rejected-Finance Rejected due to L2 | |
| 3 | L3₹12.1 L+₹3.4 L (38.9%)Rejected-Finance KTA ROAD LAMBA LINE JUNGLIGHAT PO PORT BLAIR 744103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L3 | Rejected-Finance Rejected due to L3 |
| Sl No | Description | Qty | Unit | ASHOK BISWAS L1 | SUMAN L2 | Kakolil Trade Agencies L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, not exceeding 1.5m deep and getting out in any type of soil complete all as specified and as directed. | 11 | Cum | 500 ₹5,500 | 120 ₹1,320 Lowest | 600 ₹6,600 |
| 2.00 | M&L for Hardcore of gauge exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/ rammed to a true surface complete all as specified and as directed. | 4.5 | Cum | 2,500 ₹11,250 Lowest | 4,100 ₹18,450 | 4,500 ₹20,250 |
| 3.00 | M&L PCC (1:4:8) as in type D2 (40mm graded aggregate) Cement concrete in foundations, filling and mass concrete complete all as specified and as directed. | 4.5 | Cum | 10,000 ₹45,000 | 9,500 ₹42,750 Lowest | 12,000 ₹54,000 |
| 4.00 | M&L for Pre-cast cement concrete block masonry PCC (1:3:6) type C-1 (using 20mm graded aggregate) with solid blocks, exc. 10 cm in width and set in CM (1:6) complete all as specified and as directed. | 17.5 | Cum | 12,000 ₹2,10,000 Lowest | 13,500 ₹2,36,250 | 15,000 ₹2,62,500 |
| 5.00 | M&L for rendering 15 mm thick in Cement mortar (1:4) on fair faces of brick/concrete surfaces finished even and smooth without using extra cement over and including applying two coats of cement based paint on walls over a coat of primer complete all as specified and as directed. | 54 | Sqm | 450 ₹24,300 Lowest | 470 ₹25,380 | 500 ₹27,000 |
| 6.00 | M&L for Cement concrete (1:2:4) type B-1 (20mm graded aggregate) as in base of 150mm thick complete all as specified and as directed. | 45 | Sqm | 1,400 ₹63,000 Lowest | 1,800 ₹81,000 | 1,950 ₹87,750 |
| 7.00 | M&L 15mm nominal bore mild steel galvanised water tubing, medium grade (ISI) marked, with all fittings and fixed complete to walls and ceiling or laid in floors complete all as specified and as directed. | 45 | Rm | 230 ₹10,350 | 300 ₹13,500 | 225 ₹10,125 Lowest |
| 8.00 | S&F in 15mm bore Chromium plated Fancy type Bip taps, screwed down, screwed for iron pipe or for brass ferrule and fixed complete all as specified and directed. | 15 | Each | 1,000 ₹15,000 | 900 ₹13,500 Lowest | 2,000 ₹30,000 |
| 9.00 | S&F for rotational moulded polyethylene water storage tanks of 2000 litres capacity (cylindrical, vertical, with closed top), triple-layered, white in colour, hoisted and fixed in position, all as specified in SSR Part I, complete all as specified and as directed. | 15 | Each | 30,000 ₹4,50,000 Lowest | 35,000 ₹5,25,000 | 45,000 ₹6,75,000 |
| 10.00 | S&F for 150 mm PVC (SWR) pipes, single socketed, in any length, with rubber ring joints, with all fittings, fixed to walls as rainwater pipes, including bends of any radius as required for connection with the tank, complete all as specified and as directed. | 40 | Rm | 900 ₹36,000 Lowest | 900 ₹36,000 Lowest | 900 ₹36,000 Lowest |
Tender Value
₹9.5 L
EMD Value
₹19,000
Closing Date
9 Feb 2026, 6:00 pmClosed
Garrison Engineer (South) Diglipur
Garrison Engineer (South) Military Engineer Services RK Gram, Diglipur North Andaman - 744 202
PROVISION OF RAIN WATER HARVESTING SINTEX TANK ALONG WITH SUITABLE PIPELINE AT MARRIED ACCOMMODATION UNDER GE (S) DIGLIPUR
2026_MES_749140_1
8193/E8
Open Tender
Civil Works - Water Works
Item Rate
180 days
DIGLIPUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Garrison Engineer (South)
₹19,000
Yes
16 Mar 2026
19 Jan 2026
11 Feb 2026
19 Jan 2026
9 Feb 2026
2 Feb 2026
19 Jan 2026 - 27 Jan 2026
Excavating over areas, not exceeding 1.5m deep and getting out in any type of soil complete all as specified and as directed.
M&L for Hardcore of gauge exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/ rammed to a true surface complete all as specified and as directed.
M&L PCC (1:4:8) as in type D2 (40mm graded aggregate) Cement concrete in foundations, filling and mass concrete complete all as specified and as directed.
M&L for Pre-cast cement concrete block masonry PCC (1:3:6) type C-1 (using 20mm graded aggregate) with solid blocks, exc. 10 cm in width and set in CM (1:6) complete all as specified and as directed.
M&L for rendering 15 mm thick in Cement mortar (1:4) on fair faces of brick/concrete surfaces finished even and smooth without using extra cement over and including applying two coats of cement based paint on walls over a coat of primer complete all as specified and as directed.
M&L for Cement concrete (1:2:4) type B-1 (20mm graded aggregate) as in base of 150mm thick complete all as specified and as directed.
M&L 15mm nominal bore mild steel galvanised water tubing, medium grade (ISI) marked, with all fittings and fixed complete to walls and ceiling or laid in floors complete all as specified and as directed.
S&F in 15mm bore Chromium plated Fancy type Bip taps, screwed down, screwed for iron pipe or for brass ferrule and fixed complete all as specified and directed.
S&F for rotational moulded polyethylene water storage tanks of 2000 litres capacity (cylindrical, vertical, with closed top), triple-layered, white in colour, hoisted and fixed in position, all as specified in SSR Part I, complete all as specified and as directed.
S&F for 150 mm PVC (SWR) pipes, single socketed, in any length, with rubber ring joints, with all fittings, fixed to walls as rainwater pipes, including bends of any radius as required for connection with the tank, complete all as specified and as directed.
Removing excavated material/soil to a dist. n.exc. 50m and depositing where directed at a level n.exc. 1.5m above the starting point complete all as specified and as directed.
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