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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.0 LAccepted-AOC HQ CWE SUBS MUMBAI | NAGPUR | MAHARASHTRA | 440001 | ₹47.0 L | L1 | Accepted-AOC BEING L1 |
| 2 | L2₹47.2 L+₹23,041 (0.49%)Rejected-Finance | ₹47.2 L+₹23,041 (0.49%) | L2 | Rejected-Finance BEING L2 |
| 3 | L3₹49.1 L+₹2.2 L (4.62%)Rejected-Finance | ₹49.1 L+₹2.2 L (4.62%) | L3 | Rejected-Finance BEING L3 |
| 4 | L4₹55.0 L+₹8.0 L (17.1%)Rejected-Finance PLOT NO P PARASNAGAR NR SBI BANK NARSANG TEKRI PORBANDAR 360 575 | PORBANDAR | GUJARAT | 360575 | ₹55.0 L+₹8.0 L (17.1%) | L4 | Rejected-Finance BEING L4 |
| 5 | L5₹56.1 L+₹9.2 L (19.5%)Rejected-Finance KUCHHADI VADI VISTAR PORBANDAR GUJARAT 360579 | PORBANDAR | GUJARAT | 360579 | ₹56.1 L+₹9.2 L (19.5%) | L5 | Rejected-Finance BEING L5 |
| Sl No | Description | Qty | Unit | M/S Rajendra Constructions L3 | SHREE KEDARNATH ENTERPRISE L1 | BABUBHAI BHIMABHAI PANDAVADRA L2 | AADESH CONSTRUCTION L4 | JAY BHARAT METAL SUPPLIERS L5 |
|---|---|---|---|---|---|---|---|---|
| 0.00Schedule 'A' | ||||||||
| 1.00 | Demolition of Concrete of any description and in any position not otherwise specifically provided, complete all as specified and as directed by Engineer-in-charge. | 10 | Cubic Metre | 850 ₹8,500 | 600 ₹6,000 | 250 ₹2,500 Lowest | 650 ₹6,500 | 810 ₹8,100 |
| 2.00 | Dismantling, floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles and rubbish off the premises, complete all as specified and as directed by Engineer-in-charge. | 100 | Square Metre | 50 ₹5,000 Lowest | 65 ₹6,500 | 100 ₹10,000 | 85 ₹8,500 | 80 ₹8,000 |
| 3.00 | Excavating in post holes (or similar holes) each not exceeding 0.5 Cum in soft / loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and as directed by Engineer-in-charge. | 5 | Each | 260 ₹1,300 | 310 ₹1,550 | 250 ₹1,250 Lowest | 390 ₹1,950 | 360 ₹1,800 |
| 4.00 | Removing excavated hard-core/ Rocks material 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 as directed by Engineer-in-charge. | 10 | Cubic Metre | 350 ₹3,500 | 310 ₹3,100 | 120 ₹1,200 Lowest | 400 ₹4,000 | 310 ₹3,100 |
| 5.00 | 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 loose soft soil, complete all as specified and as directed by Engineer-in-charge. | 85 | Cubic Metre | 250 ₹21,250 Lowest | 320 ₹27,200 | 400 ₹34,000 | 360 ₹30,600 | 360 ₹30,600 |
| 6.00 | Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each, complete all as specified and as directed by Engineer-in-charge. | 36 | Cubic Metre | 100 ₹3,600 Lowest | 100 ₹3,600 Lowest | 120 ₹4,320 | 140 ₹5,040 | 160 ₹5,760 |
| 7.00 | Removing excavated soil material 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 as directed by Engineer-in-charge. | 82.73 | Cubic Metre | 150 ₹12,409.5 | 100 ₹8,273 Lowest | 300 ₹24,819 | 140 ₹11,582.2 | 310 ₹25,646.3 |
| 8.00 | 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 as directed by Engineer-in-charge. | 15.5 | Cubic Metre | 5,000 ₹77,500 | 5,200 ₹80,600 | 4,500 ₹69,750 Lowest | 5,800 ₹89,900 | 4,510 ₹69,905 |
| 9.00 | Material & Labour for RCC M-30 for Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed by Engineer-in-charge. | 24.5 | Cubic Metre | 7,000 ₹1,71,500 Lowest | 8,400 ₹2,05,800 | 7,000 ₹1,71,500 Lowest | 9,200 ₹2,25,400 | 8,510 ₹2,08,495 |
Tender Value
₹49.4 L
EMD Value
₹99,000
Closing Date
9 Apr 2026, 6:00 pmClosed
GE (I) CG PORBANDAR
COAST GUARD DHQ 1 OPPOSITE BIRLA FACTORY PORBANDAR
PROVISION OF TEMPORARY COVERED SHEDS FOR SCHOOL BUS PARKING FOR CGKG SCHOOL AND PROVN OF PAVER BLOCKS ALONG MT POOL AT CGDHQ 1 UNDER GE I CG PORBANDAR
2026_MES_757161_1
8179A/E8
Open Tender
Civil Works
Item Rate
180 days
PORBANDAR
AS PER NIT
10 documents required · 10 mandatory
₹500
GE (I) CG PORBANDAR
₹99,000
Yes
12 May 2026
20 Mar 2026
11 Apr 2026
20 Mar 2026
9 Apr 2026
4 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0Schedule 'A' | |||||
| - | Demolition of Concrete of any description and in any position not otherwise specifically provided, complete all as specified and as directed by Engineer-in-charge. | - | Cubic Metre | - | - |
| - | Dismantling, floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles and rubbish off the premises, complete all as specified and as directed by Engineer-in-charge. | - | Square Metre | - | - |
| - | Excavating in post holes (or similar holes) each not exceeding 0.5 Cum in soft / loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and as directed by Engineer-in-charge. | - | Each | - | - |
| - | Removing excavated hard-core/ Rocks material 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 as directed by Engineer-in-charge. | - | Cubic Metre | - | - |
| - | 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 loose soft soil, complete all as specified and as directed by Engineer-in-charge. | - | Cubic Metre | - | - |
| - | Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each, complete all as specified and as directed by Engineer-in-charge. | - | Cubic Metre | - | - |
| - | Removing excavated soil material 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 as directed by Engineer-in-charge. | - | Cubic Metre | - | - |
| - | 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 as directed by Engineer-in-charge. | - | Cubic Metre | - | - |
| - | Material & Labour for RCC M-30 for Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed by Engineer-in-charge. | - | Cubic Metre | - | - |
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