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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.9 LAccepted-AOC C O AMBU HOTEL NEAR GOVT POLYTECHNIC DOLLY GUNJ PORT BLAIR 744 103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹29.9 L | L1 | Accepted-AOC Being lowest bidder. |
| 2 | L2₹32.2 L+₹2.4 L (7.96%)Rejected-AOC 1ST FLOOR PRABHA SHOPPING COMPLEX OLD PAHARGAON DOLLYGUNJ PORT BLAIR SOUTH ANDAMAN ANDAMAN NICOBAR 744103 UDYAM AN 01 0000143 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹32.2 L+₹2.4 L (7.96%) | L2 | Rejected-AOC Not being lowest bidder. |
| 3 | L3₹37.8 L+₹7.9 L (26.4%)Rejected-AOC MADHUPUR DIGLIPUR NORTH ANDAMAN 744202 | DIGLIPUR | NORTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744202 | ₹37.8 L+₹7.9 L (26.4%) | L3 | Rejected-AOC Not being lowest bidder. |
| 4 | L4₹38.0 L+₹8.1 L (27.1%)Rejected-AOC | ₹38.0 L+₹8.1 L (27.1%) | L4 | Rejected-AOC Not being lowest bidder. |
| 5 | L5₹41.0 L+₹11.1 L (37.1%)Rejected-AOC BRICHGUNJ JUNGLIGHAT PO SRI VIJAYA PURAM 744103 | SRI VIJAYA PURAM | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹41.0 L+₹11.1 L (37.1%) | L5 | Rejected-AOC Not being lowest bidder. |
| Sl No | Description | Qty | Unit | Jas & Co L5 | HHBS AND COMPANY L4 | Island Agency L2 | Binod Hawlader L3 | OPS Associates L6 | City Constructie Pvt Ltd L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in over areas n. exc 1.5 m deep and getting out in any type of soil complete all as specified and directed. | 316.75 | Cum | 340 ₹1,07,695 | 400 ₹1,26,700 | 320 ₹1,01,360 | 280 ₹88,690 | 235 ₹74,436.25 | 150 ₹47,512.5 Lowest |
| 2.00 | Excavating over areas, depth exc 1.5m but n. exc 3.0m and getting out in any type of soil complete all as specified and directed. | 12.07 | Cum | 520 ₹6,276.4 | 600 ₹7,242 | 450 ₹5,431.5 | 280 ₹3,379.6 | 280 ₹3,379.6 | 150 ₹1,810.5 Lowest |
| 3.00 | M&L for Plain cement concrete, 1:4:8, type D2 using 40 mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed | 10.52 | Cum | 10,200 ₹1,07,304 | 8,500 ₹89,420 Lowest | 9,200 ₹96,784 | 11,000 ₹1,15,720 | 13,750 ₹1,44,650 | 9,000 ₹94,680 |
| 4.00 | M& L for RCC M-30 design mix using 20mm graded stone aggregate as in Foundations, including raft, for columns, etc; basements slabs, under-reamed piles and ,mass concrete complete all as specified and directed. | 23.64 | Cum | 17,200 ₹4,06,608 | 13,500 ₹3,19,140 | 12,000 ₹2,83,680 Lowest | 16,200 ₹3,82,968 | 17,350 ₹4,10,154 | 14,000 ₹3,30,960 |
| 5.00 | M& L for RCC M-30 design mix using 20mm graded stone aggregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. | 23.36 | Cum | 17,650 ₹4,12,304 | 14,200 ₹3,31,712 | 12,000 ₹2,80,320 Lowest | 16,200 ₹3,78,432 | 17,500 ₹4,08,800 | 14,000 ₹3,27,040 |
| 6.00 | M&L for Providing 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 or to batter complete all as specified and directed. | 32.88 | Sqm | 380 ₹12,494.4 | 750 ₹24,660 | 480 ₹15,782.4 | 350 ₹11,508 Lowest | 550 ₹18,084 | 500 ₹16,440 |
| 7.00 | M&L forProviding Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finished surface complete all as specified and directed. | 84.16 | Sqm | 520 ₹43,763.2 | 950 ₹79,952 | 520 ₹43,763.2 | 350 ₹29,456 Lowest | 550 ₹46,288 | 500 ₹42,080 |
| 8.00 | M&L for Providing Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for fair finished surface complete all as specified and directed. | 41 | Sqm | 520 ₹21,320 | 1,050 ₹43,050 | 520 ₹21,320 | 400 ₹16,400 Lowest | 570 ₹23,370 | 500 ₹20,500 |
| 9.00 | S&F High strength deformed bars( TMT bars) 10 mm dia and over as in reinforcement for concrete cut to length , bent to shape required, including cranking , bending spirally for hooping for columns hooking ends 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. | 2,426.96 | Kg | 133 ₹3,22,785.68 | 120 ₹2,91,235.2 | 104 ₹2,52,403.84 Lowest | 133 ₹3,22,785.68 | 124 ₹3,00,943.04 | 130 ₹3,15,504.8 |
| 10.00 | S&F of PVC (SWR) pipe 75mm dia on wall/floor single socketed in any length with rubber rings joints all as specified. | 13.77 | Rm | 445 ₹6,127.65 | 450 ₹6,196.5 | 220 ₹3,029.4 Lowest | 500 ₹6,885 | 390 ₹5,370.3 | 300 ₹4,131 |
Tender Value
₹39.2 L
EMD Value
₹79,000
Closing Date
10 Jun 2026, 6:00 pmClosed
Shri M S Bansode IDSE CWE
Commander Works Engineers No. 2, Brichgunj, Junglighat Post, Sri Vijaya Puram 744 103
Provision of Cement Concrete Road from Gate Near G plus 3 Building to main Road NH4 at 2U Det, Diglipur
2026_MES_766590_1
80457
Open Tender
Civil Works
Item Rate
270 days
Diglipur
Class D category a i or a v
9 documents required · 9 mandatory
₹500
GE South Diglipur
₹79,000
Yes
7 Sept 2026
20 May 2026
12 Jun 2026
20 May 2026
10 Jun 2026
3 Jun 2026
20 May 2026 - 27 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in over areas n. exc 1.5 m deep and getting out in any type of soil complete all as specified and directed. | - | Cum | - | - |
| 2 | Excavating over areas, depth exc 1.5m but n. exc 3.0m and getting out in any type of soil complete all as specified and directed. | 7.1 | Cum | - | - |
| 3 | M&L for Plain cement concrete, 1:4:8, type D2 using 40 mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed | 5.2 | Cum | - | - |
| 4 | M& L for RCC M-30 design mix using 20mm graded stone aggregate as in Foundations, including raft, for columns, etc; basements slabs, under-reamed piles and ,mass concrete complete all as specified and directed. | 14.4 | Cum | - | - |
| 5 | M& L for RCC M-30 design mix using 20mm graded stone aggregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. | 12.26 | Cum | - | - |
| 6 | M&L for Providing 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 or to batter complete all as specified and directed. | 18.88 | Sqm | - | - |
| 7 | M&L forProviding Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finished surface complete all as specified and directed. | 44.48 | Sqm | - | - |
| 8 | M&L for Providing Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for fair finished surface complete all as specified and directed. | 20 | Sqm | - | - |
| 9 | S&F High strength deformed bars( TMT bars) 10 mm dia and over as in reinforcement for concrete cut to length , bent to shape required, including cranking , bending spirally for hooping for columns hooking ends 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. | 1,362 | Kg | - | - |
| 10 | S&F of PVC (SWR) pipe 75mm dia on wall/floor single socketed in any length with rubber rings joints all as specified. | 8.1 | Rm | - | - |
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