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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAdmitted-Finance | ₹16.0 L | L1 | Admitted-Finance |
| 2 | L2₹16.3 L+₹25,243.76 (1.58%)Admitted-Finance 39 359 B PULICKAL THIRUVAMBADY POST ALAPPUZHA KERALA PIN 688 002 | ALAPPUZHA | ALAPPUZHA | KERALA | 688002 | ₹16.3 L+₹25,243.76 (1.58%) | L2 | Admitted-Finance |
| 3 | L3₹18.2 L+₹2.2 L (13.7%)Admitted-Finance | ₹18.2 L+₹2.2 L (13.7%) | L3 | Admitted-Finance |
| 4 | L4₹19.9 L+₹3.9 L (24.1%)Admitted-Finance | ₹19.9 L+₹3.9 L (24.1%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | St George Engineering Works L2 | R.K. Builders L3 | SOORYA ASSOCIATES L4 | NADHEEM ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of brickwork, stone / boulder or PCC Block masonry, built in cement mortar including all quoins, arches, pillars, etc, but including ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed . | 1 | Cum | 1,300 ₹1,300 | 750 ₹750 Lowest | 1,200 ₹1,200 | 997 ₹997 |
| 2.00 | Excavation post holes (or similar holes) each n.exc 0.5cum, getting out in hard / dense soil , returning, filling in and ramming earth or broken rubble mixed with earth around, in layer not exceeding 25cmm watering, and removing surplus soil to a distance n.exc 50m and marking good surface complete all as specified and as directed. | 24 | Each | 950 ₹22,800 | 250 ₹6,000 Lowest | 600 ₹14,400 | 450 ₹10,800 |
| 3.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 depth and getting out in hard / dense soil for foundation etc. complete all as specified and as directed . | 10.3 | Cum | 500 ₹5,150 | 420 ₹4,326 Lowest | 500 ₹5,150 | 535 ₹5,510.5 |
| 4.00 | Returning filling in, with excavated soils including spreading, levelling, watering and well ramming in layers n.exc. 25 cm thick complete all as specified and as directed | 1.7 | Cum | 400 ₹680 | 165 ₹280.5 Lowest | 200 ₹340 | 216 ₹367.2 |
| 5.00 | Removing excavated material to a distance n. exc 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and as directed | 6.6 | Cum | 410 ₹2,706 | 230 ₹1,518 | 200 ₹1,320 Lowest | 850 ₹5,610 |
| 6.00 | M&L PCC 1:4:8 type D2 by by using 40mm graded crushed stone aggregate as in foundations, filling and mass concreting complete all as specified and as directed. | 1 | Cum | 9,810 ₹9,810 Lowest | 10,000 ₹10,000 | 12,000 ₹12,000 | 11,730 ₹11,730 |
| 7.00 | M&L PCC 1:3:6 type C2 by by using 40mm graded crushed stone aggregate as in foundations, filling and mass concreting complete all as specified and as directed. | 5.3 | Cum | 9,000 ₹47,700 Lowest | 11,900 ₹63,070 | 12,800 ₹67,840 | 12,505 ₹66,276.5 |
| 8.00 | Pre -cast cement concrete block masonary with solid blocks exc 10 cm in width type C-1 1:3:6 (20mm graded stone aggregate) set in cement mortar 1:6 complete complete all as specified | 13 | Cum | 14,000 ₹1,82,000 | 18,000 ₹2,34,000 | 14,900 ₹1,93,700 | 11,743 ₹1,52,659 Lowest |
| 9.00 | Rendering 15 mm thick in cement mortar 1:6 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed. | 80 | Sqm | 450 ₹36,000 | 500 ₹40,000 | 490 ₹39,200 | 415 ₹33,200 Lowest |
| 10.00 | M&L PCC 1:2:4 type B2 by by using 40mm graded crushed stone aggregate as in foundations complete all as specified and as directed. | 5 | Cum | 9,000 ₹45,000 Lowest | 15,000 ₹75,000 | 13,000 ₹65,000 | 13,018 ₹65,090 |
Tender Value
₹22.5 L
EMD Value
₹45,000
Closing Date
27 Jul 2026, 6:00 pmClosed
GE NAVY LAKSHADWEEP
GE (Navy) Lakshadweep, Kavaratti
PROVISION OF CERTAIN REVENUE AND MINOR WORKS AT INS DWEEPRAKSHAK KAVARATTI UNDER GE (NAVY) LAKSHADWEEP
2026_MES_775266_1
8466
Open Tender
Civil Works
Item Rate
180 days
LAKSHADWEEP
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE NAVY LAKSHADWEEP
₹45,000
Yes
30 Jul 2026
29 Jun 2026
29 Jul 2026
29 Jun 2026
27 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of brickwork, stone / boulder or PCC Block masonry, built in cement mortar including all quoins, arches, pillars, etc, but including ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed . | 1 | Cum | - | - |
| 2 | Excavation post holes (or similar holes) each n.exc 0.5cum, getting out in hard / dense soil , returning, filling in and ramming earth or broken rubble mixed with earth around, in layer not exceeding 25cmm watering, and removing surplus soil to a distance n.exc 50m and marking good surface complete all as specified and as directed. | 24 | Each | - | - |
| 3 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 depth and getting out in hard / dense soil for foundation etc. complete all as specified and as directed . | 10.3 | Cum | - | - |
| 4 | Returning filling in, with excavated soils including spreading, levelling, watering and well ramming in layers n.exc. 25 cm thick complete all as specified and as directed | 1.7 | Cum | - | - |
| 5 | Removing excavated material to a distance n. exc 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and as directed | 6.6 | Cum | - | - |
| 6 | M&L PCC 1:4:8 type D2 by by using 40mm graded crushed stone aggregate as in foundations, filling and mass concreting complete all as specified and as directed. | 1 | Cum | - | - |
| 7 | M&L PCC 1:3:6 type C2 by by using 40mm graded crushed stone aggregate as in foundations, filling and mass concreting complete all as specified and as directed. | 5.3 | Cum | - | - |
| 8 | Pre -cast cement concrete block masonary with solid blocks exc 10 cm in width type C-1 1:3:6 (20mm graded stone aggregate) set in cement mortar 1:6 complete complete all as specified | 13 | Cum | - | - |
| 9 | Rendering 15 mm thick in cement mortar 1:6 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed. | 80 | Sqm | - | - |
| 10 | M&L PCC 1:2:4 type B2 by by using 40mm graded crushed stone aggregate as in foundations complete all as specified and as directed. | 5 | Cum | - | - |
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