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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.4 LAdmitted-Finance JAVERI BUNGALOW AREA KAVERI HOTEL LINE NH PORBANDAR 360 575 | PORBANDAR | GUJARAT | 360575 | ₹37.4 L | L1 | Admitted-Finance |
| 2 | L2₹39.0 LAdmitted-Finance | ₹39.0 L | L2 | Admitted-Finance |
| 3 | L3₹40.4 LAdmitted-Finance | ₹40.4 L | L3 | Admitted-Finance |
| 4 | L4₹41.4 LAdmitted-Finance 501 SHANTI RESIDENCY II KRUSHNA NAGAR NR NARDAI BRAHM SAMAJ JAMNAGAR 361 006 | JAMNAGAR | GUJARAT | 361006 | ₹41.4 L | L4 | Admitted-Finance |
| 5 | L5₹43.1 LAdmitted-Finance 4 14 168 TRISHERIYU SALVIWADO PATAN PATAN GUJARAT 384265 UDYAM GJ 18 0001893 | PATAN | GUJARAT | 384265 | ₹43.1 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | OM ENTERPRISE L1 | Vijay Construction Co L4 | K B N TRADERS L7 | SHREEJI ENTERPRISE L2 | AADESH CONSTRUCTION L6 | J J ENTERPRISES L3 | shree chamunda enterprise L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 0.00Schedule 'A' B/R | ||||||||||
| 1.00 | Surface excavation in loose/ soft soil n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out, complete all as specified and directed by Engineer-in-Charge. | 355 | Square Metre | 50 ₹17,750 | 65 ₹23,075 | 101 ₹35,855 | 68 ₹24,140 | 80 ₹28,400 | 60 ₹21,300 | 80 ₹28,400 |
| 2.00 | Removing excavated soil not exceeding 50 Metre and depositing where directed at a level not exceeding 1.5 Metre above the starting point in soft soil, complete all as specified and directed by Engineer-in-Charge. | 59.25 | Cubic Metre | 300 ₹17,775 | 320 ₹18,960 | 366 ₹21,685.50 | 320 ₹18,960 | 340 ₹20,145 | 310 ₹18,367.50 | 330 ₹19,552.50 |
| 3.00 | Excavation in trenches, not exceeding 1.5 Metre wide and not exceeding 1.5 Metre depth for foundation, etc., and getting out in hard soil, complete all as specified and directed by Engineer-in-Charge. | 148.91 | Cubic Metre | 550 ₹81,900.50 | 570 ₹84,878.70 | 620 ₹92,324.20 | 600 ₹89,346 | 585 ₹87,112.35 | 560 ₹83,389.60 | 585 ₹87,112.35 |
| 4.00 | All as per Item no. 3 above but for each additional 1.5 Metre or part thereof in depth beyond the first 1.5 Metre, complete all as specified and directed by Engineer-in-Charge. | 4.3 | Cubic Metre | 850 ₹3,655 | 870 ₹3,741 | 950 ₹4,085 | 900 ₹3,870 | 885 ₹3,805.50 | 860 ₹3,698 | 885 ₹3,805.50 |
| 5.00 | Material & Labour for Plain Cement Concrete Type D-2, 1:4:8 (using 40mm graded granite stone aggregate) in foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge. | 27.82 | Cubic Metre | 5,500 ₹1.5 L | 5,650 ₹1.6 L | 5,898 ₹1.6 L | 5,520 ₹1.5 L | 5,665 ₹1.6 L | 5,600 ₹1.6 L | 5,665 ₹1.6 L |
| 6.00 | Material & Labour for Pre-cast cement concrete block masonry type C-1, 1:3:6 (20mm graded stone aggregate) with solid blocks, exc. 10 cm in width and setting in Cement Mortar 1:4, complete all as specified and directed by Engineer-in-Charge. | 25.33 | Cubic Metre | 5,200 ₹1.3 L | 8,020 ₹2.0 L | 8,165 ₹2.1 L | 8,000 ₹2.0 L | 8,035 ₹2.0 L | 8,010 ₹2.0 L | 8,035 ₹2.0 L |
| 7.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in hard soil, complete all as specified and directed by Engineer-in-Charge. | 108.73 | Cubic Metre | 150 ₹16,309.50 | 165 ₹17,940.45 | 215 ₹23,376.95 | 150 ₹16,309.50 | 180 ₹19,571.40 | 160 ₹17,396.80 | 180 ₹19,571.40 |
| 8.00 | Removing Excavated soils not exceeding 50 Metre and depositing where directed at a level not exceeding 1.5 Metre above the starting point in hard soil, complete all as specified and directed by Engineer-in-Charge. | 44.48 | Cubic Metre | 300 ₹13,344 | 315 ₹14,011.20 | 355 ₹15,790.40 | 500 ₹22,240 | 330 ₹14,678.40 | 310 ₹13,788.80 | 330 ₹14,678.40 |
| 9.00 | Use and Waste of form work to sides of footing for fair finished surfaces, complete all as specified and directed by Engineer-in-Charge. | 44.55 | Square Metre | 380 ₹16,929 | 390 ₹17,374.50 | 498 ₹22,185.90 | 380 ₹16,929 | 420 ₹18,711 | 385 ₹17,151.75 | 400 ₹17,820 |
Updated dates
Tender Value
₹37.5 L
EMD Value
₹75,100
Closing Date
19 May 2026, 6:00 pmClosed
GE (I) CG PORBANDAR
COAST GUARD DHQ NO 1, OPP BIRLA FACTORY
PROVN OF MEDITATION/ YOGA CENTRE AT CGRA DHARAMPUR UNDER GE (I) CG PORBANDAR
2026_MES_761089_1
8190A/E8
Open Tender
Civil Works
240 days
PORBANDAR
AS PER NIT
9 documents required · 9 mandatory
₹500
GE (I) CG PORBANDAR
₹75,100
Yes
1 Jun 2026
20 Apr 2026
21 May 2026
20 Apr 2026
19 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0 | Schedule 'A' B/R | - | - | - | - |
Surface excavation in loose/ soft soil n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out, complete all as specified and directed by Engineer-in-Charge. | - | Square Metre | - | - | |
Removing excavated soil not exceeding 50 Metre and depositing where directed at a level not exceeding 1.5 Metre above the starting point in soft soil, complete all as specified and directed by Engineer-in-Charge. | - | Cubic Metre | - | - | |
Excavation in trenches, not exceeding 1.5 Metre wide and not exceeding 1.5 Metre depth for foundation, etc., and getting out in hard soil, complete all as specified and directed by Engineer-in-Charge. | - | Cubic Metre | - | - | |
All as per Item no. 3 above but for each additional 1.5 Metre or part thereof in depth beyond the first 1.5 Metre, complete all as specified and directed by Engineer-in-Charge. | - | Cubic Metre | - | - | |
Material & Labour for Plain Cement Concrete Type D-2, 1:4:8 (using 40mm graded granite stone aggregate) in foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge. | - | Cubic Metre | - | - | |
Material & Labour for Pre-cast cement concrete block masonry type C-1, 1:3:6 (20mm graded stone aggregate) with solid blocks, exc. 10 cm in width and setting in Cement Mortar 1:4, complete all as specified and directed by Engineer-in-Charge. | - | Cubic Metre | - | - | |
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in hard soil, complete all as specified and directed by Engineer-in-Charge. | - | Cubic Metre | - | - | |
Removing Excavated soils not exceeding 50 Metre and depositing where directed at a level not exceeding 1.5 Metre above the starting point in hard soil, complete all as specified and directed by Engineer-in-Charge. | - | Cubic Metre | - | - | |
Use and Waste of form work to sides of footing for fair finished surfaces, complete all as specified and directed by Engineer-in-Charge. | - | Square Metre | - | - |
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