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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.2 LAdmitted-Finance | ₹31.2 L | L1 | Admitted-Finance |
| 2 | L2₹32.5 L+₹1.3 L (4.15%)Admitted-Finance 39 359 B PULICKAL THIRUVAMBADY POST ALAPPUZHA KERALA PIN 688 002 | ALAPPUZHA | ALAPPUZHA | KERALA | 688002 | ₹32.5 L+₹1.3 L (4.15%) | L2 | Admitted-Finance |
| 3 | L3₹33.8 L+₹2.7 L (8.55%)Admitted-Finance | ₹33.8 L+₹2.7 L (8.55%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | St George Engineering Works L2 | R.K. Builders L3 | NADHEEM ENTERPRISES L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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 . | 43 | Cum | 450 ₹19,350 Lowest | 650 ₹27,950 | 500 ₹21,500 |
| 2.00 | 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. | 4.05 | Cum | 7,000 ₹28,350 Lowest | 13,250 ₹53,662.5 | 11,377 ₹46,076.85 |
| 3.00 | 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. | 15 | Cum | 15,000 ₹2,25,000 | 14,000 ₹2,10,000 | 12,628 ₹1,89,420 Lowest |
| 4.00 | M&L RCC M-30 design mix ( using 20 mm graded aggregate) as in foundation including rafts footing, beams, plinth beams, base for columns. etc. complete all as specified and as directed. | 10 | Cum | 15,000 ₹1,50,000 Lowest | 21,500 ₹2,15,000 | 15,000 ₹1,50,000 Lowest |
| 5.00 | M&L RCC M-30 design mix ( using 20 mm graded aggregate) as in column, pillars, piers, post and struts complete all as specified and as directed. | 4.1 | Cum | 15,000 ₹61,500 Lowest | 21,500 ₹88,150 | 15,000 ₹61,500 Lowest |
| 6.00 | M&L RCC M-30 design mix ( using 20 mm graded aggregate) as in beams, cantilevers, bressummers, lintels over 1.5m span etc complete all as specified and as directed. | 4.3 | Cum | 15,000 ₹64,500 | 21,500 ₹92,450 | 14,500 ₹62,350 Lowest |
| 7.00 | M&L RCC M-30 design mix ( using 20 mm graded aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs etc complete all as specified and as directed. | 5.46 | Cum | 15,000 ₹81,900 Lowest | 21,500 ₹1,17,390 | 15,000 ₹81,900 Lowest |
| 8.00 | Mild steel CRS TMT bars 10mm dia and over, 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 as directed . | 1,880 | Kg | 155 ₹2,91,400 Lowest | 155 ₹2,91,400 Lowest | 170 ₹3,19,600 |
| 9.00 | Mild steel CRS TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders 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 as directed complete all as specified and as directed | 420 | Kg | 155 ₹65,100 Lowest | 155 ₹65,100 Lowest | 170 ₹71,400 |
| 10.00 | Use and waste of form work to sides of concrete foundation, footing, base of columns rafts and raft beams sides and soffits (if any) of foundation and plinth beams and similar work verticale or to bater, fair finished surfaces of concrete complete all as specified and as directed. | 57 | Sqm | 700 ₹39,900 | 900 ₹51,300 | 480 ₹27,360 Lowest |
Tender Value
₹40.5 L
EMD Value
₹80,960
Closing Date
27 Jul 2026, 6:00 pmClosed
GE NAVY LAKSHADWEEP
GE (Navy) Lakshadweep, Kavaratti
PROVISION OF CERTAIN LBW WORKS AT ICGS KAVARATTI UNDER GE (NAVY) LAKSHADWEEP
2026_MES_775252_1
8461
Open Tender
Civil Works
Item Rate
240 days
LAKSHADWEEP
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE NAVY LAKSHADWEEP
₹80,960
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 | 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 . | 43 | Cum | - | - |
| 2 | 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. | 4.05 | Cum | - | - |
| 3 | 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. | 15 | Cum | - | - |
| 4 | M&L RCC M-30 design mix ( using 20 mm graded aggregate) as in foundation including rafts footing, beams, plinth beams, base for columns. etc. complete all as specified and as directed. | 10 | Cum | - | - |
| 5 | M&L RCC M-30 design mix ( using 20 mm graded aggregate) as in column, pillars, piers, post and struts complete all as specified and as directed. | 4.1 | Cum | - | - |
| 6 | M&L RCC M-30 design mix ( using 20 mm graded aggregate) as in beams, cantilevers, bressummers, lintels over 1.5m span etc complete all as specified and as directed. | 4.3 | Cum | - | - |
| 7 | M&L RCC M-30 design mix ( using 20 mm graded aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs etc complete all as specified and as directed. | 5.46 | Cum | - | - |
| 8 | Mild steel CRS TMT bars 10mm dia and over, 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 as directed . | 1,880 | Kg | - | - |
| 9 | Mild steel CRS TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders 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 as directed complete all as specified and as directed | 420 | Kg | - | - |
| 10 | Use and waste of form work to sides of concrete foundation, footing, base of columns rafts and raft beams sides and soffits (if any) of foundation and plinth beams and similar work verticale or to bater, fair finished surfaces of concrete complete all as specified and as directed. | 57 | Sqm | - | - |
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