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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.8 LAccepted-AOC 501 SHANTI RESIDENCY II KRUSHNA NAGAR NR NARDAI BRAHM SAMAJ JAMNAGAR 361 006 | JAMNAGAR | GUJARAT | 361006 | ₹29.8 L | L1 | Accepted-AOC BEING L1 |
| 2 | L2₹32.4 LRejected-Finance JAVERI BUNGALOW AREA KAVERI HOTEL LINE NH PORBANDAR 360 575 | PORBANDAR | GUJARAT | 360575 | ₹32.4 L | L2 | Rejected-Finance BEING L2 |
| 3 | L3₹32.7 LRejected-Finance | ₹32.7 L | L3 | Rejected-Finance BEING L3 |
| 4 | L4₹33.1 LRejected-Finance | ₹33.1 L | L4 | Rejected-Finance BEING L4 |
| 5 | L5₹33.6 LRejected-Finance 121 MADHAV SQUAR OPP AVANTIKA COMPLEX LIMDA LANE JAMNAGAR 361001 | JAMNAGAR | GUJARAT | 361001 | ₹33.6 L | L5 | Rejected-Finance BEING L5 |
| Sl No | Description | Qty | Unit | Nitesh Enterprise L4 | K B N TRADERS L6 | OM ENTERPRISE L2 | roxy enterprise L8 | Vijay Construction Co L1 | SURESH ELECTRICALS L5 | AADESH CONSTRUCTION L9 | SANVI ASSOCIATES L7 | V D JADEJA L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 582 ₹58,782 | 477 ₹48,177 | 670 ₹67,670 | 585 ₹59,085 | 350 ₹35,350 | 595 ₹60,095 | 725 ₹73,225 | 465 ₹46,965 | 550 ₹55,550 |
| 2.00 | Material & Labour for excavating over areas not exceeding 1.5 Metre depth and getting out soft/loose soil, complete all as specified and directed by Engineer-in-Charge. | 64 | Cubic Metre | 612 ₹39,168 | 691 ₹44,224 | 692 ₹44,288 | 615 ₹39,360 | 750 ₹48,000 | 610 ₹39,040 | 800 ₹51,200 | 580 ₹37,120 | 600 ₹38,400 |
| 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 | 855 ₹54,720 | 736 ₹47,104 | 710 ₹45,440 | 900 ₹57,600 | 760 ₹48,640 | 1,250 ₹80,000 | 680 ₹43,520 | 750 ₹48,000 |
| 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 | 1,250 ₹3,125 | 1,122 ₹2,805 | 836 ₹2,090 | 950 ₹2,375 | 1,200 ₹3,000 | 800 ₹2,000 | 1,750 ₹4,375 | 777 ₹1,942.50 | 900 ₹2,250 |
| 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. | 13 | Cubic Metre | 7,465 ₹97,045 | 6,322 ₹82,186 | 6,355 ₹82,615 | 5,850 ₹76,050 | 7,500 ₹97,500 | 5,460 ₹70,980 | 7,800 ₹1.0 L | 6,110 ₹79,430 | 7,200 ₹93,600 |
| 6.00 | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) in foundation, including rafts, basement slabs, foundation beams and the like, complete all as specified and directed by Engineer-in-Charge. | 15 | Cubic Metre | 9,440 ₹1.4 L | 8,744 ₹1.3 L | 9,400 ₹1.4 L | 8,888 ₹1.3 L | 8,500 ₹1.3 L | 9,870 ₹1.5 L | 8,950 ₹1.3 L | 9,110 ₹1.4 L | 9,200 ₹1.4 L |
| 7.00 | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) 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 | 9,435 ₹1.5 L | 9,322 ₹1.5 L | 9,400 ₹1.5 L | 8,888 ₹1.4 L | 9,250 ₹1.5 L | 9,870 ₹1.6 L | 8,975 ₹1.4 L | 9,110 ₹1.5 L | 9,500 ₹1.5 L |
| 8.00 | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) in columns, pillars, piers, posts and struts, complete all as specified and directed by Engineer-in-Charge. | 1 | Cubic Metre | 9,723 ₹9,723 | 9,322 ₹9,322 | 9,400 ₹9,400 | 9,250 ₹9,250 | 9,250 ₹9,250 | 9,870 ₹9,870 | 8,950 ₹8,950 | 9,110 ₹9,110 | 9,800 ₹9,800 |
| 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 | 9,325 ₹9,325 | 9,322 ₹9,322 | 9,400 ₹9,400 | 9,250 ₹9,250 | 9,500 ₹9,500 | 9,870 ₹9,870 | 8,950 ₹8,950 | 9,110 ₹9,110 | 9,200 ₹9,200 |
Tender Value
₹31.4 L
EMD Value
₹63,000
Closing Date
16 Apr 2026, 6:00 pmClosed
GE (I) CG PORBANDAR
COAST GUARD DHQ No 1 OPPOSITE BIRLA FACTORY
PROVN OF UNDERGROUND WATER SUMP ALONG WITH PUMPING SYSTEM AT CGAE PORBANDAR UNDER GE I CG PORBANDAR
2026_MES_758164_1
8182A/E8
Open Tender
Civil Works
180 days
PORBANDAR
AS PER NIT
9 documents required · 9 mandatory
₹500
GE (I) CG PORBANDAR
₹63,000
Yes
25 May 2026
27 Mar 2026
18 Apr 2026
27 Mar 2026
16 Apr 2026
11 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0Schedule '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 not 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) 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) 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) 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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