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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.3 LAccepted-AOC HQ CE SC PUNE | PUNE | MAHARASHTRA | 410301 | L1 | Accepted-AOC BEING LOWEST TENDERER | |
| 2 | L2₹17.9 L+₹23,830.08 (1.35%)Rejected-Finance PLOT NO P PARASNAGAR NR SBI BANK NARSANG TEKRI PORBANDAR 360 575 | PORBANDAR | GUJARAT | 360575 | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹17.9 L+₹28,007.59 (1.59%)Rejected-Finance | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹18.3 L+₹64,033.21 (3.63%)Rejected-Finance PLOT NO 626 627 GIDC BEHIND GANGOTRI DIARY PORBANDAR 360 577 | PORBANDAR | GUJARAT | 360577 | L4 | Rejected-Finance Being L4 | |
| 5 | L5₹19.0 L+₹1.3 L (7.64%)Rejected-Finance KUCHHADI VADI VISTAR PORBANDAR GUJARAT 360579 | PORBANDAR | GUJARAT | 360579 | L5 | Rejected-Finance Being L5 |
| Sl No | Description | Qty | Unit | Leo Elevator Company L3 | K B N TRADERS L1 | M/S. P.M GODHANIYA L4 | JAMNAGAR ELECTRIC AND MACHINERY CO L7 | AADESH CONSTRUCTION L2 | JAY BHARAT METAL SUPPLIERS L5 | shree chamunda enterprise L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 0.00Schedule 'A' B/R | ||||||||||
| 1.00 | Excavating in trenches, not exceeding 1.5 Metre wide and not exceeding 1.5 Metre depth for foundation, etc., or not exceeding 10 Sqm on plan and not exceeding 1.5 Metre in depth for shafts, cesspits, manholes, pier holes, etc., and getting out in loose/soft soil, complete all as specified and directed by Engineer-in-Charge. | 16.7 | Cubic Metre | 1,366 ₹22,812.2 | 800 ₹13,360 Lowest | 1,418 ₹23,680.6 | 1,500 ₹25,050 | 1,299 ₹21,693.3 | 1,388 ₹23,179.6 | 1,399 ₹23,363.3 |
| 2.00 | Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each, complete all as specified and directed by Engineer-in-Charge. | 12.55 | Cubic Metre | 714 ₹8,960.7 | 500 ₹6,275 Lowest | 624 ₹7,831.2 | 683 ₹8,571.65 | 621 ₹7,793.55 | 639 ₹8,019.45 | 647 ₹8,119.85 |
| 3.00 | Removing excavated soil not exceeding 50 Metre and depositing where directed at a level not exceeding 1.5 Metre above the starting point, complete all as specified and directed by Engineer-in-Charge. | 5.25 | Cubic Metre | 956 ₹5,019 | 650 ₹3,412.5 | 677 ₹3,554.25 | 643 ₹3,375.75 | 866 ₹4,546.5 | 720 ₹3,780 | 127 ₹666.75 Lowest |
| 4.00 | Material & Labour for Hard-core of broken stone or boulders gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface, complete all as specified and directed by Engineer-in-Charge. | 17 | Cubic Metre | 3,845 ₹65,365 | 1,550 ₹26,350 Lowest | 2,642 ₹44,914 | 2,600 ₹44,200 | 3,012 ₹51,204 | 2,466 ₹41,922 | 2,474 ₹42,058 |
| 5.00 | Supply only Moorum/red bajri, complete all as specified and directed by Engineer-in-Charge. | 15 | Cubic Metre | 1,298 ₹19,470 | 1,550 ₹23,250 | 969 ₹14,535 | 931 ₹13,965 Lowest | 1,213 ₹18,195 | 1,009 ₹15,135 | 1,010 ₹15,150 |
| 6.00 | Material & Labour for forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering ramming / rolling and finishing to required size, shape, etc. not exceeding 1.5 Metre high from base, complete all as specified and directed by Engineer-in-Charge. | 15 | Cubic Metre | 1,125 ₹16,875 | 1,650 ₹24,750 | 1,106 ₹16,590 | 1,300 ₹19,500 | 1,025 ₹15,375 Lowest | 1,120 ₹16,800 | 1,127 ₹16,905 |
| 7.00 | Material & Labour for Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate in foundations, filling and mass concrete including sub base of floors, complete all as specified and directed by Engineer-in-Charge. | 3.5 | Cubic Metre | 9,136 ₹31,976 | 7,500 ₹26,250 Lowest | 9,690 ₹33,915 | 11,000 ₹38,500 | 9,265 ₹32,427.5 | 9,885 ₹34,597.5 | 9,890 ₹34,615 |
| 8.00 | Material & Labour for Pre-cast cement concrete block masonry (Type C-1, 1:3:6 (20mm aggregate) in with solid blocks, exc. 10 cm in width and setting in Cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge. | 19 | Cubic Metre | 7,232 ₹1,37,408 Lowest | 7,500 ₹1,42,500 | 7,350 ₹1,39,650 | 7,300 ₹1,38,700 | 7,985 ₹1,51,715 | 7,880 ₹1,49,720 | 7,885 ₹1,49,815 |
| 9.00 | Material & Labour for rendering 15mm thick on concrete surfaces in cement mortar 1:4 and even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. | 110 | Square Metre | 602 ₹66,220 | 350 ₹38,500 Lowest | 437 ₹48,070 | 445 ₹48,950 | 455 ₹50,050 | 470 ₹51,700 | 478 ₹52,580 |
Tender Value
₹17.7 L
EMD Value
₹35,500
Closing Date
13 Jun 2026, 6:00 pmClosed
GE (I) CG PORBANDAR
COAST GUARD DHQ NO 1, OPP BIRLA FACTORY
PROVN OF CERTAIN MINOR AND REV WORKS AT ICGAE AND GDHQ 01 AT PORBANDAR UNDER GE (I) CG PORBANDAR
2026_MES_767224_1
8201A/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
PORBANDAR
AS PER NIT
9 documents required · 9 mandatory
₹500
GE (I) CG PORBANDAR
₹35,500
Yes
10 Jul 2026
23 May 2026
15 Jun 2026
23 May 2026
13 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0Schedule 'A' B/R | |||||
| 1Excavating in trenches, not exceeding 1.5 Metre wide and not exceeding 1.5 Metre depth for foundation, etc., or not exceeding 10 Sqm on plan and not exceeding 1.5 Metre in depth for shafts, cesspits, manholes, pier holes, etc., and getting out in loose/soft soil, complete all as specified and directed by Engineer-in-Charge. | |||||
| 2Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each, complete all as specified and directed by Engineer-in-Charge. | |||||
| 3Removing excavated soil not exceeding 50 Metre and depositing where directed at a level not exceeding 1.5 Metre above the starting point, complete all as specified and directed by Engineer-in-Charge. | |||||
| 4 | Material & Labour for Hard-core of broken stone or boulders gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface, complete all as specified and directed by Engineer-in-Charge. | 17 | Cubic Metre | - | - |
| 5 | Supply only Moorum/red bajri, complete all as specified and directed by Engineer-in-Charge. | 15 | Cubic Metre | - | - |
| 6 | Material & Labour for forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering ramming / rolling and finishing to required size, shape, etc. not exceeding 1.5 Metre high from base, complete all as specified and directed by Engineer-in-Charge. | 15 | Cubic Metre | - | - |
| 7Material & Labour for Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate in foundations, filling and mass concrete including sub base of floors, complete all as specified and directed by Engineer-in-Charge. | |||||
| 8 | Material & Labour for Pre-cast cement concrete block masonry (Type C-1, 1:3:6 (20mm aggregate) in with solid blocks, exc. 10 cm in width and setting in Cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge. | 19 | Cubic Metre | - | - |
| 9Material & Labour for rendering 15mm thick on concrete surfaces in cement mortar 1:4 and even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. | |||||
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