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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.0 LAccepted-Finance BYPASS ROAD BESIDE YUG BAJAJ SHOWROOM GARIBICHOK PORBANDAR 360577 | PORBANDAR | GUJARAT | 360577 | ₹35.0 L | L1 | Accepted-Finance LOWEST AND ACCEPTED |
| 2 | L2₹41.1 L+₹6.0 L (17.2%)Rejected-Finance HQ CE SC PUNE | PUNE | MAHARASHTRA | 410301 | ₹41.1 L+₹6.0 L (17.2%) | L2 | Rejected-Finance L2 |
| 3 | L3₹44.0 L+₹9.0 L (25.8%)Rejected-Finance OPP GOLAI HOTEL RANCHHOD LANE JUBILEE ROAD PORBANDAR 360575 | PORBANDAR | GUJARAT | 360575 | ₹44.0 L+₹9.0 L (25.8%) | L3 | Rejected-Finance L3 |
| 4 | L4₹47.3 L+₹12.3 L (35.1%)Rejected-Finance HQ CWE SUBS MUMBAI | NAGPUR | MAHARASHTRA | 440001 | ₹47.3 L+₹12.3 L (35.1%) | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | K B N TRADERS L2 | M/S Unicon Engineering co L1 | Shree Ashapura Construction Co L3 | SHREE KEDARNATH ENTERPRISE L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Schedule 'A" (B/R Portion)
Surface Dressing n.exc (not exceeding) 15 cm deep and getting out in soft and loose soil. | 137.5 | Sqm | 45 ₹6,187.5 Lowest | 50 ₹6,875 | 200 ₹27,500 | 400 ₹55,000 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge in all kind of soil | 13.5 | Cum | 1,450 ₹19,575 | 450 ₹6,075 Lowest | 1,000 ₹13,500 | 450 ₹6,075 Lowest |
| 3.00 | M & L PCC (1:2:4) type B2 for Footing, Plinth beam | 4.74 | Cum | 6,000 ₹28,440 | 6,800 ₹32,232 | 9,000 ₹42,660 | 4,500 ₹21,330 Lowest |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in Soft / loose soil. | 8.76 | Cum | 850 ₹7,446 | 210 ₹1,839.6 | 500 ₹4,380 | 100 ₹876 Lowest |
| 5.00 | M & L RCC- M-30 (Design Mix) using 20mm graded aggregate For Foundation, Including rafts as Mass Concrete | 5.04 | Cum | 8,400 ₹42,336 | 8,100 ₹40,824 Lowest | 12,000 ₹60,480 | 8,500 ₹42,840 |
| 6.00 | Use & waste Form work for rough finished surfaces of concrete measured flat for foundation. | 36.96 | Sqm | 420 ₹15,523.2 | 360 ₹13,305.6 | 600 ₹22,176 | 200 ₹7,392 Lowest |
| 7.00 | S & F Steel reinforcement (CRS bars) 10mm dia & over of Grade Fe 500d incl cutting, bending, binding & placing in position with binding wire. | 6,200 | Kg | 144 ₹8,92,800 | 108 ₹6,69,600 | 140 ₹8,68,000 | 105 ₹6,51,000 Lowest |
| 8.00 | Ditto but 5 to 10mm dia in stirrups, spacers & binders. | 1,860 | Kg | 169 ₹3,14,340 | 106 ₹1,97,160 Lowest | 140 ₹2,60,400 | 108 ₹2,00,880 |
| 9.00 | M & L RCC-M-30 (Design Mix) using 20mm graded aggregate for Column ( upto plinth Top) | 2.59 | Cum | 8,659 ₹22,426.81 | 9,500 ₹24,605 | 12,000 ₹31,080 | 8,500 ₹22,015 Lowest |
| 10.00 | Use & waste Form work for rough finished surfaces of concrete measured flat for Column finished fair flat surfaces (up to Plinth Top) | 46.76 | Sqm | 523 ₹24,455.48 | 610 ₹28,523.6 | 600 ₹28,056 | 200 ₹9,352 Lowest |
Tender Value
₹38.1 L
EMD Value
₹76,240
Closing Date
3 Aug 2026, 6:00 pmClosed
CWE (SUBS) MUMBAI
Commander Works Engineer Subs NCHC Powai Bhandup Post Office Mumbai 400 078
PROVISION OF DEFICIENT INFRASTRUCTURE FOR GDT OF HERON MK II AT NAVAL AIR ENCLAVE PORBANDAR
2026_MES_770383_1
8924/E8
Open Tender
Civil Works
Item Wise
365 days
PORBANDAR
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (NAVY) PORBANDAR
₹76,240
8 Sept 2026
8 Jun 2026
5 Aug 2026
8 Jun 2026
3 Aug 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Schedule 'A" (B/R Portion) Surface Dressing n.exc (not exceeding) 15 cm deep and getting out in soft and loose soil. | |||||
| 2Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge in all kind of soil | |||||
| 3M & L PCC (1:2:4) type B2 for Footing, Plinth beam | |||||
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in Soft / loose soil. | 1 | Cum | - | - |
| 5M & L RCC- M-30 (Design Mix) using 20mm graded aggregate For Foundation, Including rafts as Mass Concrete | |||||
| 6Use & waste Form work for rough finished surfaces of concrete measured flat for foundation. | |||||
| 7S & F Steel reinforcement (CRS bars) 10mm dia & over of Grade Fe 500d incl cutting, bending, binding & placing in position with binding wire. | |||||
| 8Ditto but 5 to 10mm dia in stirrups, spacers & binders. | |||||
| 9 | M & L RCC-M-30 (Design Mix) using 20mm graded aggregate for Column ( upto plinth Top) | 1 | Cum | - | - |
| 10 | Use & waste Form work for rough finished surfaces of concrete measured flat for Column finished fair flat surfaces (up to Plinth Top) | 1 | Sqm | - | - |
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