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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.3 LAccepted-AOC PLOT NO 626 627 GIDC BEHIND GANGOTRI DIARY PORBANDAR 360 577 | PORBANDAR | GUJARAT | 360577 | ₹40.3 L | L1 | Accepted-AOC BEING L1 |
| 2 | L2₹45.4 LRejected-Finance OPP GOLAI HOTEL RANCHHOD LANE JUBILEE ROAD PORBANDAR 360575 | PORBANDAR | GUJARAT | 360575 | ₹45.4 L | L2 | Rejected-Finance BEING L2 |
| 3 | L3₹45.7 LRejected-Finance PLOT NO P PARASNAGAR NR SBI BANK NARSANG TEKRI PORBANDAR 360 575 | PORBANDAR | GUJARAT | 360575 | ₹45.7 L | L3 | Rejected-Finance BEING L3 |
| 4 | L4₹46.9 LRejected-Finance 186 D STREET NO 7 GREEN CITY RANJIT SAGAR ROAD NEAR ARMY STATION JAMNAGAR 362 225 | JAMNAGAR | JAMNAGAR | GUJARAT | 362225 | ₹46.9 L | L4 | Rejected-Finance BEING L4 |
| 5 | L5₹47.6 LRejected-Finance | ₹47.6 L | L5 | Rejected-Finance BEING L5 |
| Sl No | Description | Qty | Unit | M/S. P.M GODHANIYA L1 | JAMNAGAR ELECTRIC AND MACHINERY CO L8 | Shree Ashapura Construction Co L2 | Vastushilp Building Designer L5 | K B N TRADERS L7 | VIVEK JITENDRABHAI KATAR L6 | AADESH CONSTRUCTION L3 | SAPPERS CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 0.00SCHEDULE 'A' | |||||||||||
| 1.00 | Excavating in trenches, not exceeding 1.5 Metre wide and not exceeding 1.5 Metre in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 Metre in depth and getting out in soft/loose soil, complete all as specified and directed by Engineer-in-Charge. | 280.13 | Cubic Metre | 150 ₹42,019.50 | 237 ₹66,390.81 | 210 ₹58,827.30 | 235 ₹65,830.55 | 230 ₹64,429.90 | 260 ₹72,833.80 | 225 ₹63,029.25 | 250 ₹70,032.50 |
| 2.00 | Material & Labour for Plain Cement concrete Type B-2, 1:2:4 (40mm graded aggregate) in foundations, filling and mass-concrete, complete all as specified and directed by Engineer-in-Charge. | 36.35 | Cubic Metre | 8,000 ₹2.9 L | 9,084 ₹3.3 L | 8,150 ₹3.0 L | 8,300 ₹3.0 L | 8,500 ₹3.1 L | 8,360 ₹3.0 L | 8,500 ₹3.1 L | 7,600 ₹2.8 L |
| 3.00 | Material & Labour for Formwork to sides of concrete foundation, footings faces of walls, retaining walls, abutments, parapets and staircase railings and similar work complete for fair finished flat surfaces of concrete, complete all as specified and directed by Engineer-in-Charge. | 975.25 | Square Metre | 450 ₹4.4 L | 516 ₹5.0 L | 585 ₹5.7 L | 625 ₹6.1 L | 485 ₹4.7 L | 510 ₹5.0 L | 475 ₹4.6 L | 550 ₹5.4 L |
| 4.00 | Material & Labour for CRS TMT bars 6 to 8mm dia., 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 directed by Engineer-in-Charge. | 819.94 | Kilogram | 100 ₹81,994 | 134 ₹1.1 L | 100 ₹81,994 | 100 ₹81,994 | 120 ₹98,392.80 | 125 ₹1.0 L | 120 ₹98,392.80 | 135 ₹1.1 L |
| 5.00 | Material & Labour for 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 directed by Engineer-in-Charge. | 7,104.43 | Kilogram | 95 ₹6.7 L | 129 ₹9.2 L | 105 ₹7.5 L | 110 ₹7.8 L | 115 ₹8.2 L | 125 ₹8.9 L | 125 ₹8.9 L | 130 ₹9.2 L |
| 6.00 | Material & Labour for RCC M-30 (20mm graded aggregate) as in Walls, basement and the like any thickness, complete all as specified and directed by Engineer-in-Charge.
Note:- Reinforcement shall be measured separately under respective item. | 88.29 | Cubic Metre | 7,500 ₹6.6 L | 8,815 ₹7.8 L | 8,150 ₹7.2 L | 8,250 ₹7.3 L | 8,250 ₹7.3 L | 8,310 ₹7.3 L | 8,000 ₹7.1 L | 8,500 ₹7.5 L |
| 7.00 | Extra for forming fair finished drain or channel 54 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc., complete all as specified and directed by Engineer-in-Charge. | 415 | Running Metre | 125 ₹51,875 | 161 ₹66,815 | 215 ₹89,225 | 230 ₹95,450 | 175 ₹72,625 | 235 ₹97,525 | 145 ₹60,175 | 150 ₹62,250 |
| 8.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified and directed by Engineer-in-Charge. | 48.56 | Cubic Metre | 80 ₹3,884.80 | 145 ₹7,041.20 | 120 ₹5,827.20 | 165 ₹8,012.40 | 145 ₹7,041.20 | 160 ₹7,769.60 | 125 ₹6,070 | 150 ₹7,284 |
| 9.00 | Removing excavated soil material exceeding 250 Metre but not exceeding 500 Metre and depositing where directed, complete all as specified and directed by Engineer-in-Charge. | 231.57 | Cubic Metre | 125 ₹28,946.25 | 140 ₹32,419.80 | 175 ₹40,524.75 | 250 ₹57,892.50 | 135 ₹31,261.95 | 160 ₹37,051.20 | 130 ₹30,104.10 | 200 ₹46,314 |
Tender Value
₹43.6 L
EMD Value
₹87,500
Closing Date
27 Dec 2025, 6:00 pmClosed
GE (I) CG PORBANDAR
COAST GUARD DHQ NO 1, OPP BIRLA FACTORY
PROVISION OF DRAINAGE WITH RCC COVER AT 22 ACRES ICG LAND AT BHERAI VILLAGE PIPAVAV UNDER GE (I) CG PORBANDAR
2025_MES_743383_1
8129A/E8
Open Tender
Civil Works
180 days
PIPAVAV
AS PER NIT
8 documents required · 8 mandatory
₹500
GE (I) CG PORBANDAR
₹87,500
Yes
28 Jan 2026
6 Dec 2025
29 Dec 2025
6 Dec 2025
27 Dec 2025
22 Dec 2025
Amount
SCHEDULE 'A'
Excavating in trenches, not exceeding 1.5 Metre wide and not exceeding 1.5 Metre in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 Metre in depth and getting out in soft/loose soil, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for Plain Cement concrete Type B-2, 1:2:4 (40mm graded aggregate) in foundations, filling and mass-concrete, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for Formwork to sides of concrete foundation, footings faces of walls, retaining walls, abutments, parapets and staircase railings and similar work complete for fair finished flat surfaces of concrete, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for CRS TMT bars 6 to 8mm dia., 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 directed by Engineer-in-Charge.
Material & Labour for 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 directed by Engineer-in-Charge.
Material & Labour for RCC M-30 (20mm graded aggregate) as in Walls, basement and the like any thickness, complete all as specified and directed by Engineer-in-Charge. Note:- Reinforcement shall be measured separately under respective item.
Extra for forming fair finished drain or channel 54 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc., complete all as specified and directed by Engineer-in-Charge.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified and directed by Engineer-in-Charge.
Removing excavated soil material exceeding 250 Metre but not exceeding 500 Metre and depositing where directed, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for 450mm Reinforced concrete pipes, class NP-2, laid and jointed complete with collars, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for Precast factory made RCC drain covers/slab(M-30) of size 300mm x 800mm x 100mm thick including reinforcement and set in cement mortar 1:4, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for Precast factory made RCC drain covers/slab(M-30) of size 300mm x 1000mm x 100mm thick including reinforcement and form work set in cement mortar 1:4, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for Precast factory made RCC drain covers/slab(M-30) of size 300mm x 1200mm x 100mm thick including reinforcement and form work set in cement mortar 1:4, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for Precast factory made RCC drain covers/slab(M-30) of size 300mm x 1300mm x 100mm thick including reinforcement and form work set in cement mortar 1:4, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for Cement concrete (type C-2, 1:3:6) bed to drain pipes 450mm dia including packing under, and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed by Engineer-in-Charge.
Shree Ashapura Construction Co (BID ID -3508932)
AADESH CONSTRUCTION (BID ID -3509149)
SAPPERS CONSTRUCTION (BID ID -3509007)
Vastushilp Building Designer (BID ID -3509130)
VIVEK JITENDRABHAI KATAR (BID ID -3509666)
K B N TRADERS (BID ID -3509520)
JAMNAGAR ELECTRIC AND MACHINERY CO (BID ID -3508388)
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