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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹44.6 L+₹82,690 (1.89%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹45.9 L+₹2.1 L (4.80%)Admitted-Finance NEAR LIC OFFICE KALAIGNAR ARIVALAYAM SHOP ROOM NO7 GROUND FLOOR OF BACK SIDE PHOENIX BAY SRI VIJAYA PURAM 744101 | SRI VIJAYA PURAM | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744101 | L3 | Admitted-Finance | |
| 4 | L4₹46.2 L+₹2.4 L (5.51%)Admitted-Finance 30 M A ROAD M A ROAD PHOENIX BAY SOUTH ANDAMAN ANDAMAN NICOBAR 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | L4 | Admitted-Finance | |
| 5 | L5₹46.3 L+₹2.4 L (5.59%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DHAKSHNA MOORTHY AND SON L1 | Ravi Enterprises L6 | SKY GROUP L2 | M/s Karbhagam Sales Agency L5 | Tropical Refrigeration L7 | ISLAND SALES ENTERPRISES L4 | Chandra Construction Enterprises L8 | RK TRADERS L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas n. exc 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed. | 900 | Cubic Metre | 600 ₹5,40,000 Lowest | 635 ₹5,71,500 | 610 ₹5,49,000 | 650 ₹5,85,000 | 655 ₹5,89,500 | 642 ₹5,77,800 | 642 ₹5,77,800 | 640 ₹5,76,000 |
| 2.00 | Excavation over areas exe 1.5m deep and n. exc 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed. | 120 | Cubic Metre | 600 ₹72,000 Lowest | 635 ₹76,200 | 610 ₹73,200 | 650 ₹78,000 | 655 ₹78,600 | 642 ₹77,040 | 642 ₹77,040 | 640 ₹76,800 |
| 3.00 | Excavating in trenches, 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 in Soft/loose soil, complete all as specified and as directed. | 11 | Cubic Metre | 650 ₹7,150 Lowest | 690 ₹7,590 | 660 ₹7,260 | 690 ₹7,590 | 698 ₹7,678 | 712 ₹7,832 | 698 ₹7,678 | 700 ₹7,700 |
| 4.00 | Removing excavated material (soil) n exc 50 m and depositing where as directed at a level n.exc 1.5 m above the starting point complete all as specified and as directed. | 1,007 | Cubic Metre | 400 ₹4,02,800 Lowest | 460 ₹4,63,220 | 420 ₹4,22,940 | 432 ₹4,35,024 | 444 ₹4,47,108 | 436 ₹4,39,052 | 480 ₹4,83,360 | 426 ₹4,28,982 |
| 5.00 | Returning filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and as directed. | 24 | Cubic Metre | 300 ₹7,200 Lowest | 350 ₹8,400 | 325 ₹7,800 | 325 ₹7,800 | 326 ₹7,824 | 320 ₹7,680 | 365 ₹8,760 | 316 ₹7,584 |
| 6.00 | M&L PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundation filling and mass concrete | 120 | Cum | 18,000 ₹21,60,000 Lowest | 18,700 ₹22,44,000 | 18,200 ₹21,84,000 | 18,650 ₹22,38,000 | 18,777 ₹22,53,240 | 18,600 ₹22,32,000 | 18,900 ₹22,68,000 | 18,590 ₹22,30,800 |
| 7.00 | M&L for Pre-cast cement concrete block masonry with solid blocks using type C1(1:3:6) (20mm graded aggregate) ,size exc 10cm in width and setting in cement mortar 1:6 complete all as specified and directed. | 36 | Cubic Metre | 22,000 ₹7,92,000 Lowest | 23,500 ₹8,46,000 | 22,500 ₹8,10,000 | 23,560 ₹8,48,160 | 23,650 ₹8,51,400 | 23,320 ₹8,39,520 | 23,650 ₹8,51,400 | 23,230 ₹8,36,280 |
| 8.00 | Material and labour for Plain cement concrete 1:3:6, type C1, using 20mm graded stone aggregate as in copings, kneelers, apex stones,bed plates, kerbs, bed block for hold fast including necessary form work all as specified and as directed. | 1 | Cubic Metre | 26,000 ₹26,000 Lowest | 26,800 ₹26,800 | 26,300 ₹26,300 | 26,980 ₹26,980 | 27,650 ₹27,650 | 26,560 ₹26,560 | 26,900 ₹26,900 | 26,450 ₹26,450 |
| 9.00 | Material and labour for 15 mm thick rendering on brick/concrete surfaces in two layers in CM 1:4, finishing coat of 5mm thick, finished even and smooth without using extra cement complete all as specified and as directed. | 170 | Square Metre | 700 ₹1,19,000 Lowest | 752 ₹1,27,840 | 720 ₹1,22,400 | 735 ₹1,24,950 | 745 ₹1,26,650 | 759 ₹1,29,030 | 765 ₹1,30,050 | 745 ₹1,26,650 |
| 10.00 | Material and labour for hard core with broken stone or boulders of gauge not exceeding 63 mm, deposited, spread, and levelled in layers not exceeding 15 cm thick watered and rammed to a true surface all as specified and as directed. | 11.25 | Cubic Metre | 6,500 ₹73,125 Lowest | 6,980 ₹78,525 | 6,580 ₹74,025 | 6,850 ₹77,062.5 | 7,450 ₹83,812.5 | 7,100 ₹79,875 | 7,120 ₹80,100 | 6,980 ₹78,525 |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
29 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE 866 EWS
GE 866 EWS CARNICOBAR PIN-913866 C/O 99APO
PROVISION OF WATER COLLECTION SUMP AT OLD PTT PUMP HOUSE AT AF STN CARNICOBAR
2026_MES_788106_1
8851/E8
Open Tender
Civil Works
Item Rate
270 days
GE 866 EWS
as per tender documents
9 documents required · 9 mandatory
₹500
GE 866 EWS
₹86,000
Yes
9 Oct 2026
8 Sept 2026
6 Oct 2026
8 Sept 2026
29 Sept 2026
22 Sept 2026
8 Sept 2026 - 15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas n. exc 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed. | 900 | Cubic Metre | - | - |
| 2 | Excavation over areas exe 1.5m deep and n. exc 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed. | 120 | Cubic Metre | - | - |
| 3 | Excavating in trenches, 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 in Soft/loose soil, complete all as specified and as directed. | 11 | Cubic Metre | - | - |
| 4 | Removing excavated material (soil) n exc 50 m and depositing where as directed at a level n.exc 1.5 m above the starting point complete all as specified and as directed. | 1,007 | Cubic Metre | - | - |
| 5 | Returning filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and as directed. | 24 | Cubic Metre | - | - |
| 6 | M&L PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundation filling and mass concrete | 120 | Cum | - | - |
| 7 | M&L for Pre-cast cement concrete block masonry with solid blocks using type C1(1:3:6) (20mm graded aggregate) ,size exc 10cm in width and setting in cement mortar 1:6 complete all as specified and directed. | 36 | Cubic Metre | - | - |
| 8 | Material and labour for Plain cement concrete 1:3:6, type C1, using 20mm graded stone aggregate as in copings, kneelers, apex stones,bed plates, kerbs, bed block for hold fast including necessary form work all as specified and as directed. | 1 | Cubic Metre | - | - |
| 9 | Material and labour for 15 mm thick rendering on brick/concrete surfaces in two layers in CM 1:4, finishing coat of 5mm thick, finished even and smooth without using extra cement complete all as specified and as directed. | 170 | Square Metre | - | - |
| 10 | Material and labour for hard core with broken stone or boulders of gauge not exceeding 63 mm, deposited, spread, and levelled in layers not exceeding 15 cm thick watered and rammed to a true surface all as specified and as directed. | 11.25 | Cubic Metre | - | - |
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