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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹8.6 L (8.15%)Admitted-Finance 9 EZRA STREET KOLKATA 700 001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | ₹1.1 Cr+₹8.6 L (8.15%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹28.5 L (27.2%)Admitted-Finance KTA ROAD LAMBA LINE JUNGLIGHAT PO PORT BLAIR 744103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹1.3 Cr+₹28.5 L (27.2%) | L3 | Admitted-Finance |
| 4 | L4₹1.4 Cr+₹31.3 L (29.8%)Admitted-Finance 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 | ₹1.4 Cr+₹31.3 L (29.8%) | L4 | Admitted-Finance |
| 5 | L5₹1.4 Cr+₹33.9 L (32.3%)Admitted-Finance 1 TROPICAL REFRIGERATION PHONIX BAY PORT BLAIR PORT BLAIR ANDAMAN NICOBAR 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹1.4 Cr+₹33.9 L (32.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S VISHAL CONSTRUCTION L1 | Prasur Electricals & Engineering Co. L2 | Island Agency L4 | Kakolil Trade Agencies L3 | Tropical Refrigeration L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5m deep and getting out in hard/ dence soil complete all as specified and directed. | 70 | Cum | 420 ₹29,400 | 299 ₹20,930 Lowest | 333 ₹23,310 | 345 ₹24,150 | 390 ₹27,300 |
| 2.00 | Excavation in trenches n'exc 1.5 m width and n'exc 1.5 m in depth for foundation etc / for laying of cable/ pipe etc n'exc 10 sqm on plan and n'exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 18 | Cum | 550 ₹9,900 | 277 ₹4,986 Lowest | 303 ₹5,454 | 315 ₹5,670 | 366 ₹6,588 |
| 3.00 | Excavation in trenches n'exc 1.5 m width and n'exc 1.5 m in depth for foundation or for shafts, well cesspits, manholes etc / for laying of cable/ pipe etc n'exc 10 sqm on plan and n'exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed. | 50 | Cum | 620 ₹31,000 | 347 ₹17,350 Lowest | 390 ₹19,500 | 399 ₹19,950 | 372 ₹18,600 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all as specified and directed. | 31.4 | Cum | 160 ₹5,024 | 52 ₹1,632.8 Lowest | 62 ₹1,946.8 | 66 ₹2,072.4 | 69 ₹2,166.6 |
| 5.00 | Removal of surplus soil to a distance n'exc. 50 Mtr and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed. | 106.6 | Cum | 350 ₹37,310 | 49 ₹5,223.4 Lowest | 54 ₹5,756.4 | 52 ₹5,543.2 | 57 ₹6,076.2 |
| 6.00 | M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. | 1.5 | Cum | 5,800 ₹8,700 | 5,250 ₹7,875 Lowest | 6,000 ₹9,000 | 5,500 ₹8,250 | 5,800 ₹8,700 |
| 7.00 | M&L for PCC (1:4:8) Type D2 (40 mm graded aggre-gate) as in foundations, filling and mass-concrete or sub base of floor/ hard standing/ footpath complete all as specified and directed. | 13 | Cum | 7,800 ₹1,01,400 Lowest | 9,700 ₹1,26,100 | 10,000 ₹1,30,000 | 9,800 ₹1,27,400 | 9,950 ₹1,29,350 |
| 8.00 | Demolition of RCC of any description and and in any position not otherwise specifically provided for etc including cutting of reinforcement to facilitate demolition including removal of rubbish out side MOD land complete all as specified and directed complete all as specified and directed.
Note : Reinforcement obtained from demolition will be considered credit Sch as scrap iron. | 1.5 | Cum | 1,800 ₹2,700 | 950 ₹1,425 | 1,020 ₹1,530 | 625 ₹937.5 Lowest | 1,050 ₹1,575 |
| 9.00 | M&L for RCC (design mix) M-25 (20mm graded aggregates) 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 | Cum | 12,500 ₹1,50,000 Lowest | 14,980 ₹1,79,760 | 18,500 ₹2,22,000 | 17,800 ₹2,13,600 | 16,650 ₹1,99,800 |
| 10.00 | M&L for formwork for rough finish surface to sides of walls, retaining wall, basement wall etc. complete all as specified and directed. | 120 | Sqm | 540 ₹64,800 | 525 ₹63,000 | 550 ₹66,000 | 492 ₹59,040 Lowest | 545 ₹65,400 |
Tender Value
₹1.1 Cr
EMD Value
₹1.9 L
Closing Date
7 Jul 2026, 6:00 pmClosed
Col Alex Antony, Commander Works Engineer
Commander Works Engineer, Port Blair, Sri Vijaya Puram-744103
81266/E8 ADDITION/ALTERATION AND SPECIAL REPAIR TO SS IV BUILDING UNDER GE HADDO, SRI VIJAYA PURAM
2026_MES_768653_1
81266/E8
Open Tender
Civil Works - Others
Item Rate
270 days
GE Haddo
Class B Category a (i)
8 documents required · 8 mandatory
₹1,000
Yes
GE Haddo
₹1.9 L
16 Jul 2026
29 May 2026
13 Jul 2026
29 May 2026
7 Jul 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, n exc 1.5m deep and getting out in hard/ dence soil complete all as specified and directed. | 70 | Cum | 258.5 | ₹18,095 |
| - | Excavation in trenches n'exc 1.5 m width and n'exc 1.5 m in depth for foundation etc / for laying of cable/ pipe etc n'exc 10 sqm on plan and n'exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 18 | Cum | 383.7 | ₹6,906.6 |
| - | Excavation in trenches n'exc 1.5 m width and n'exc 1.5 m in depth for foundation or for shafts, well cesspits, manholes etc / for laying of cable/ pipe etc n'exc 10 sqm on plan and n'exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed. | 50 | Cum | 675 | ₹33,750 |
| - | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all as specified and directed. | - | Cum | 139.1 | - |
| - | Removal of surplus soil to a distance n'exc. 50 Mtr and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed. | - | Cum | 320.4 | - |
| - | M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. | 1.5 | Cum | 1,974.3 | ₹2,961.45 |
| - | M&L for PCC (1:4:8) Type D2 (40 mm graded aggre-gate) as in foundations, filling and mass-concrete or sub base of floor/ hard standing/ footpath complete all as specified and directed. | 13 | Cum | 5,483.1 | ₹71,280.3 |
| - | Demolition of RCC of any description and and in any position not otherwise specifically provided for etc including cutting of reinforcement to facilitate demolition including removal of rubbish out side MOD land complete all as specified and directed complete all as specified and directed.
Note : Reinforcement obtained from demolition will be considered credit Sch as scrap iron. | 1.5 | Cum | - | - |
| - | M&L for RCC (design mix) M-25 (20mm graded aggregates) 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 | Cum | 8,240.42 | ₹98,885.04 |
| - | M&L for formwork for rough finish surface to sides of walls, retaining wall, basement wall etc. complete all as specified and directed. | 120 | Sqm | 493.55 | ₹59,226 |
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