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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.7 LAccepted-AOC PLOT NO 626 627 GIDC BEHIND GANGOTRI DIARY PORBANDAR 360 577 | PORBANDAR | GUJARAT | 360577 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹40.2 L+₹1.5 L (3.82%)Rejected-Finance 00 IN FRONT OF SHIVPURI HOTEL NEAR KOTHI NO 14 SHIVPURI MADHYA PRADESH 473551 | SHIVPURI | MADHYA PRADESH | 473551 | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹42.0 L+₹3.3 L (8.40%)Rejected-Finance JAVERI BUNGALOW AREA KAVERI HOTEL LINE NH PORBANDAR 360 575 | PORBANDAR | GUJARAT | 360575 | L3 | Rejected-Finance Other than lowest bidder | |
| 4 | L4₹43.4 L+₹4.7 L (12.0%)Rejected-Finance PLOT NO 3 DIVINE SCHOOL ROAD NEAR BJP KARYALAY PORBANDAR KHAMBHALIYA HIGHWAY BOKHIRA PORBANDAR 360 579 | PORBANDAR | GUJARAT | 360579 | L4 | Rejected-Finance Other than lowest bidder | |
| 5 | L5₹44.4 L+₹5.6 L (14.6%)Rejected-Finance | L5 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | OM ENTERPRISE L3 | m/s prakash enterprise L4 | SHREEJI ENTERPRISE L7 | M/S. P.M GODHANIYA L1 | Bharat Enterprise L2 | shree chamunda enterprise L8 | Jayesh D Salet L6 | VIVEK JITENDRABHAI KATAR L9 | BABUBHAI BHIMABHAI PANDAVADRA L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep & averaging 15 cm deep and getting out in Hard / dense soil complete all as specified. | 188.13 | Sqm | 130 ₹24,456.9 | 167 ₹31,417.71 | 125 ₹23,516.25 | 45 ₹8,465.85 | 75 ₹14,109.75 | 35 ₹6,584.55 Lowest | 115 ₹21,634.95 | 45 ₹8,465.85 | 110 ₹20,694.3 |
| 2.00 | Excavating in trenches, n exc 1.5m wide & n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan & getting out in soft/disintigrated rock complete all as specified. | 34.56 | Cum | 2,150 ₹74,304 | 167 ₹5,771.52 Lowest | 1,800 ₹62,208 | 850 ₹29,376 | 1,675 ₹57,888 | 850 ₹29,376 | 2,100 ₹72,576 | 865 ₹29,894.4 | 1,800 ₹62,208 |
| 3.00 | Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/disintigrated rock complete all as specified. | 51.26 | Cum | 300 ₹15,378 | 167 ₹8,560.42 | 245 ₹12,558.7 | 125 ₹6,407.5 Lowest | 200 ₹10,252 | 140 ₹7,176.4 | 240 ₹12,302.4 | 165 ₹8,457.9 | 200 ₹10,252 |
| 4.00 | Removing excavated soil n exc. 1.5 km but not exceeding 5 km depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed. | 11.52 | Cum | 390 ₹4,492.8 | 167 ₹1,923.84 | 365 ₹4,204.8 | 250 ₹2,880 | 345 ₹3,974.4 | 140 ₹1,612.8 Lowest | 235 ₹2,707.2 | 165 ₹1,900.8 | 310 ₹3,571.2 |
| 5.00 | M & L Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) | 138.24 | Sqm | 250 ₹34,560 | 334 ₹46,172.16 | 165 ₹22,809.6 | 125 ₹17,280 | 134 ₹18,524.16 | 40 ₹5,529.6 Lowest | 180 ₹24,883.2 | 65 ₹8,985.6 | 145 ₹20,044.8 |
| 6.00 | M&L PCC in foundations, filling and mass-concrete type D2 (1:4:8) using 40 mm graded stone aggregate complete all as specified. | 2.3 | Cum | 5,600 ₹12,880 | 167 ₹384.1 Lowest | 5,620 ₹12,926 | 4,800 ₹11,040 | 5,500 ₹12,650 | 8,500 ₹19,550 | 600 ₹1,380 | 8,525 ₹19,607.5 | 5,500 ₹12,650 |
| 7.00 | M & L RCC- M-30 (Design Mix) using 20mm graded aggregate for Foundation, Beams, columns Including rafts as Mass Concrete complete all as specified. | 10.08 | Cum | 8,000 ₹80,640 | 5,694 ₹57,395.52 Lowest | 9,920 ₹99,993.6 | 9,500 ₹95,760 | 8,900 ₹89,712 | 9,800 ₹98,784 | 9,800 ₹98,784 | 9,825 ₹99,036 | 8,500 ₹85,680 |
| 8.00 | M & L RCC- M-30 (Design Mix) using 20mm graded aggregate for Column, Plinth Beam, chajjas and Slab | 33.48 | Cum | 8,500 ₹2,84,580 | 5,694 ₹1,90,635.12 Lowest | 10,620 ₹3,55,557.6 | 9,500 ₹3,18,060 | 9,500 ₹3,18,060 | 9,800 ₹3,28,104 | 10,000 ₹3,34,800 | 9,820 ₹3,28,773.6 | 9,000.5 ₹3,01,336.74 |
| 9.00 | S & F CRS bars 10mm dia & over of Grade Fe 500D incl cutting, bending, binding & placing in position with binding wire. | 8,823.18 | Kg | 100 ₹8,82,318 | 56 ₹4,94,098.08 Lowest | 135 ₹11,91,129.3 | 110 ₹9,70,549.8 | 108 ₹9,52,903.44 | 145 ₹12,79,361.1 | 105 ₹9,26,433.9 | 160 ₹14,11,708.8 | 135 ₹11,91,129.3 |
| 10.00 | S & F CRS stirrups bars 8mm dia of Grade Fe 500D incl cutting, bending, binding & placing in position with binding wire. | 2,823.42 | Kg | 105 ₹2,96,459.1 | 56 ₹1,58,111.52 Lowest | 135 ₹3,81,161.7 | 115 ₹3,24,693.3 | 108 ₹3,04,929.36 | 145 ₹4,09,395.9 | 105 ₹2,96,459.1 | 160 ₹4,51,747.2 | 135 ₹3,81,161.7 |
Tender Value
Refer Docs
EMD Value
₹82,200
Closing Date
21 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE Navy Porbandar
GE Navy Porbandar Tija Mile Porbandar
ADDITION AND ALTERATION TO (P-6) SWAGAT BUILDING AT NAVAL AIR ENCLAVE UNDER GE NAVY PORBANDAR
2026_MES_787137_1
9384/PBR/E8
Open Tender
Miscellaneous Works
Item Rate
180 days
GE Navy Porbandar
Please refer Tender Documents
7 documents required · 7 mandatory
₹500
Garrison Engineer Navy
₹82,200
Yes
28 Oct 2026
31 Aug 2026
22 Sept 2026
31 Aug 2026
21 Sept 2026
15 Sept 2026
31 Aug 2026 - 14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30cm deep & averaging 15 cm deep and getting out in Hard / dense soil complete all as specified. | 188.13 | Sqm | - | - |
| 2 | Excavating in trenches, n exc 1.5m wide & n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan & getting out in soft/disintigrated rock complete all as specified. | 34.56 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/disintigrated rock complete all as specified. | 51.26 | Cum | - | - |
| 4 | Removing excavated soil n exc. 1.5 km but not exceeding 5 km depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed. | 11.52 | Cum | - | - |
| 5 | M & L Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) | 138.24 | Sqm | - | - |
| 6 | M&L PCC in foundations, filling and mass-concrete type D2 (1:4:8) using 40 mm graded stone aggregate complete all as specified. | 2.3 | Cum | - | - |
| 7 | M & L RCC- M-30 (Design Mix) using 20mm graded aggregate for Foundation, Beams, columns Including rafts as Mass Concrete complete all as specified. | 10.08 | Cum | - | - |
| 8 | M & L RCC- M-30 (Design Mix) using 20mm graded aggregate for Column, Plinth Beam, chajjas and Slab | 33.48 | Cum | - | - |
| 9 | S & F CRS bars 10mm dia & over of Grade Fe 500D incl cutting, bending, binding & placing in position with binding wire. | 8,823.18 | Kg | - | - |
| 10 | S & F CRS stirrups bars 8mm dia of Grade Fe 500D incl cutting, bending, binding & placing in position with binding wire. | 2,823.42 | Kg | - | - |
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