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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.1 LAccepted-AOC 103 HARIAKSH PLAZA HOSPITAL ROAD BHUJ KUTCH GUIARAT 370001 | BHUJ | KUTCH | GUJARAT | 370001 | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹38.0 L+₹1.5 L (4.07%)Rejected-Finance JAVERI BUNGALOW AREA KAVERI HOTEL LINE NH PORBANDAR 360 575 | PORBANDAR | GUJARAT | 360575 | L2 | Rejected-Finance BEING L2 | |
| 3 | L3₹39.2 L+₹2.7 L (7.30%)Rejected-Finance HQ CWE AHMEDABAD | GANDHINAGAR | GUJARAT | 382006 | L3 | Rejected-Finance BEING L3 | |
| 4 | L4₹39.8 L+₹3.3 L (8.98%)Rejected-Finance INS VALSURA JAMNAGAR | JAMNAGAR | GUJARAT | 360520 | L4 | Rejected-Finance BEING L4 | |
| 5 | L5₹40.1 L+₹3.5 L (9.66%)Rejected-Finance PLOT NO P PARASNAGAR NR SBI BANK NARSANG TEKRI PORBANDAR 360 575 | PORBANDAR | GUJARAT | 360575 | L5 | Rejected-Finance BEING L5 |
| Sl No | Description | Qty | Unit | roxy enterprise L3 | Vijay Construction Co L1 | DWARKADHISH ENTERPRISE L4 | M/s SK Traders L9 | m/s prakash enterprise L7 | OM ENTERPRISE L2 | V D JADEJA L6 | SANVI ASSOCIATES L8 | AADESH CONSTRUCTION L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 0.00Schedule 'A' B/R | ||||||||||||
| 1.00 | Material & Labour for Surface dressing of hard/dense soil not exceeding 15 cm deep, Complete all as specified and directed by Engineer-in-Charge. | 101 | Square Metre | 70 ₹7,070 | 125 ₹12,625 | 118 ₹11,918 | 100 ₹10,100 | 90 ₹9,090 | 120 ₹12,120 | 90 ₹9,090 | 65 ₹6,565 Lowest | 125 ₹12,625 |
| 2.00 | Material & Labour for excavating over areas exceeding 1.5 Metre depth and getting out soft/loose soil, Complete all as specified and directed by Engineer-in-Charge. | 64 | Cubic Metre | 360 ₹23,040 | 450 ₹28,800 | 362 ₹23,168 | 400 ₹25,600 | 280 ₹17,920 | 360 ₹23,040 | 340 ₹21,760 | 200 ₹12,800 Lowest | 310 ₹19,840 |
| 3.00 | ditto-as item No.2 but depth exceeding 1.5 Metre and not exceeding 3.00 Metre and getting out in soft/disintegrated rock, Complete all as specified and directed by Engineer-in-Charge. | 64 | Cubic Metre | 800 ₹51,200 | 750 ₹48,000 Lowest | 972 ₹62,208 | 990 ₹63,360 | 875 ₹56,000 | 950 ₹60,800 | 1,000 ₹64,000 | 875 ₹56,000 | 820 ₹52,480 |
| 4.00 | ditto-as item No. 2 but depth exceeding 3.0 Metre and not exceeding 4.50 Metre and getting out in soft/disintegrated rock, Complete all as specified and directed by Engineer-in-Charge. | 2.5 | Cubic Metre | 1,200 ₹3,000 | 1,100 ₹2,750 | 1,020 ₹2,550 Lowest | 1,130 ₹2,825 | 1,225 ₹3,062.5 | 1,125 ₹2,812.5 | 1,100 ₹2,750 | 1,300 ₹3,250 | 1,150 ₹2,875 |
| 5.00 | Material & Labour for Cement concrete type D-2, 1:4:8 (using 40mm graded aggregate) as in foundations, Complete all as specified and directed by Engineer-in-Charge. | 5 | Cubic Metre | 5,500 ₹27,500 | 6,800 ₹34,000 | 6,215 ₹31,075 | 1,600 ₹8,000 Lowest | 6,500 ₹32,500 | 5,800 ₹29,000 | 6,100 ₹30,500 | 6,850 ₹34,250 | 5,800 ₹29,000 |
| 6.00 | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) as in foundation, including rafts, basement slabs, foundation beams and the like, Complete all as specified and directed by Engineer-in-Charge. | 15 | Cubic Metre | 9,000 ₹1,35,000 | 10,500 ₹1,57,500 | 11,000 ₹1,65,000 | 9,500 ₹1,42,500 | 10,250 ₹1,53,750 | 9,800 ₹1,47,000 | 8,500 ₹1,27,500 Lowest | 9,999 ₹1,49,985 | 9,900 ₹1,48,500 |
| 7.00 | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) as in walls, basement walls any thickness above top of footing; including attached pilasters and buttresses, Complete all as specified and directed by Engineer-in-Charge. | 16 | Cubic Metre | 9,000 ₹1,44,000 | 9,500 ₹1,52,000 | 10,100 ₹1,61,600 | 9,500 ₹1,52,000 | 10,250 ₹1,64,000 | 9,800 ₹1,56,800 | 8,600 ₹1,37,600 Lowest | 9,999 ₹1,59,984 | 9,950 ₹1,59,200 |
| 8.00 | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) as in columns, pillars, piers, posts and struts, Complete all as specified and directed by Engineer-in-Charge. | 1 | Cubic Metre | 9,750 ₹9,750 | 9,500 ₹9,500 | 10,100 ₹10,100 | 9,800 ₹9,800 | 10,250 ₹10,250 | 9,800 ₹9,800 | 8,700 ₹8,700 Lowest | 9,999 ₹9,999 | 9,950 ₹9,950 |
| 9.00 | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) in beams, cantilevers, bressummers, lintels over 1.5m span, Complete all as specified and directed by Engineer-in-Charge. | 1 | Cubic Metre | 9,750 ₹9,750 | 9,500 ₹9,500 | 11,250 ₹11,250 | 10,000 ₹10,000 | 10,250 ₹10,250 | 9,800 ₹9,800 | 8,800 ₹8,800 Lowest | 9,999 ₹9,999 | 9,950 ₹9,950 |
Tender Value
₹32.7 L
EMD Value
₹65,500
Closing Date
12 May 2026, 6:00 pmClosed
GE (I) CG PORBANDAR
COAST GUARD DHQ NO 1, OPP BIRLA FACTORY
AUGMENTATION OF WATER STORAGE OF CAPACITY 75000 LTR BY CONSTRUCTION OF UG SUMP AND DEMOLITION OF OLD EXISTING OHT AT CGDHQ 01 UNDER GE (I) CG PORBANDAR
2026_MES_761083_1
8188A/E8
Open Tender
Civil Works - Others
Item Rate
180 days
PORBANDAR
AS PER NIT
9 documents required · 9 mandatory
₹500
GE (I) CG PORBANDAR
₹65,500
Yes
22 Jun 2026
20 Apr 2026
14 May 2026
20 Apr 2026
12 May 2026
6 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Schedule 'A' B/R | - | - | - | - |
| - | Material & Labour for Surface dressing of hard/dense soil not exceeding 15 cm deep, Complete all as specified and directed by Engineer-in-Charge. | - | Square Metre | - | - |
| - | Material & Labour for excavating over areas exceeding 1.5 Metre depth and getting out soft/loose soil, Complete all as specified and directed by Engineer-in-Charge. | - | Cubic Metre | - | - |
| - | ditto-as item No.2 but depth exceeding 1.5 Metre and not exceeding 3.00 Metre and getting out in soft/disintegrated rock, Complete all as specified and directed by Engineer-in-Charge. | - | Cubic Metre | - | - |
| - | ditto-as item No. 2 but depth exceeding 3.0 Metre and not exceeding 4.50 Metre and getting out in soft/disintegrated rock, Complete all as specified and directed by Engineer-in-Charge. | - | Cubic Metre | - | - |
| - | Material & Labour for Cement concrete type D-2, 1:4:8 (using 40mm graded aggregate) as in foundations, Complete all as specified and directed by Engineer-in-Charge. | - | Cubic Metre | - | - |
| - | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) as in foundation, including rafts, basement slabs, foundation beams and the like, Complete all as specified and directed by Engineer-in-Charge. | - | Cubic Metre | - | - |
| - | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) as in walls, basement walls any thickness above top of footing; including attached pilasters and buttresses, Complete all as specified and directed by Engineer-in-Charge. | - | Cubic Metre | - | - |
| - | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) as in columns, pillars, piers, posts and struts, Complete all as specified and directed by Engineer-in-Charge. | - | Cubic Metre | - | - |
| - | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) in beams, cantilevers, bressummers, lintels over 1.5m span, Complete all as specified and directed by Engineer-in-Charge. | - | Cubic Metre | - | - |
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