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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.1 LAccepted-AOC 00 IN FRONT OF SHIVPURI HOTEL NEAR KOTHI NO 14 SHIVPURI MADHYA PRADESH 473551 | SHIVPURI | MADHYA PRADESH | 473551 | ₹88.1 L Quoted ₹90.2 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹92.1 L+₹1.9 L (2.13%)Rejected-Finance JAVERI BUNGALOW AREA KAVERI HOTEL LINE NH PORBANDAR 360 575 | PORBANDAR | GUJARAT | 360575 | ₹92.1 L+₹1.9 L (2.13%) | L2 | Rejected-Finance Other than Lowest Bidder |
| 3 | L3₹93.0 L+₹2.9 L (3.19%)Rejected-Finance HQ CE SC PUNE | PUNE | MAHARASHTRA | 410301 | ₹93.0 L+₹2.9 L (3.19%) | L3 | Rejected-Finance Other than Lowest Bidder |
| 4 | L4₹93.3 L+₹3.2 L (3.50%)Rejected-Finance | ₹93.3 L+₹3.2 L (3.50%) | L4 | Rejected-Finance Other than Lowest Bidder |
| 5 | L5₹93.4 L+₹3.3 L (3.64%)Rejected-Finance 26 8 2 PUNE MUMBAI ROAD OPP B U BHANDARI SHOWROOM EKTA PARK SOCIETY WAKDEWADI PUNE 411 003 | PUNE | MAHARASHTRA | 411003 | ₹93.4 L+₹3.3 L (3.64%) | L5 | Rejected-Finance Other than Lowest Bidder |
| Sl No | Description | Qty | Unit | m/s prakash enterprise L6 | OM ENTERPRISE L2 | K B N TRADERS L3 | vishalconstruction L5 | SANVI ASSOCIATES L4 | Bharat Enterprise L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavtion not exceeding 30cm deep and averaging 15cm deep and laying out in hard/dense soil. | 112.5 | Sqm | 120 ₹13,500 | 120 ₹13,500 | 100 ₹11,250 | 200 ₹22,500 | 90 ₹10,125 Lowest | 95 ₹10,687.5 |
| 2.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm,in hard/dense soil.complete all as directed by Engr-in-Charge. | 101 | Each | 400 ₹40,400 | 410 ₹41,410 | 150 ₹15,150 Lowest | 600 ₹60,600 | 250 ₹25,250 | 450 ₹45,450 |
| 3.00 | Excavating over areas, n exc 1.5 m deep and getting out in Hard/dense soil complete all as specified. | 350 | Cum | 750 ₹2,62,500 | 350 ₹1,22,500 Lowest | 650 ₹2,27,500 | 600 ₹2,10,000 | 750 ₹2,62,500 | 398 ₹1,39,300 |
| 4.00 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation, laying of cables, RCC poles/stays and structs etc and getting out in Soft/disintegreated rock complete as specified and directed. | 27.3 | Cum | 800 ₹21,840 | 560 ₹15,288 | 500 ₹13,650 Lowest | 1,800 ₹49,140 | 800 ₹21,840 | 1,300 ₹35,490 |
| 5.00 | Excavation in trenches in hard /dense soil not exceeding 1.5 mtr deep and not exceeding 1.5 mtr wide for laying of cables, RCC poles/stays and struts etc and getting out including trimming sides and forming bottom surface all as specified and directed at site. | 51.3 | Cum | 800 ₹41,040 | 700 ₹35,910 | 650 ₹33,345 Lowest | 975 ₹50,017.5 | 800 ₹41,040 | 800 ₹41,040 |
| 6.00 | Removing excavated material ( soil) to distance of exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting pointbut not exc. 5Km and depositing outside MD land where directed. | 16.88 | Cum | 400 ₹6,752 | 320 ₹5,401.6 | 500 ₹8,440 | 600 ₹10,128 | 300 ₹5,064 | 250 ₹4,220 Lowest |
| 7.00 | Removing excavated surplus soil (Soft/hard soil) obtained from excavation to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5m above the starting point all as specified and directed. | 351.27 | Cum | 300 ₹1,05,381 | 320 ₹1,12,406.4 | 450 ₹1,58,071.5 | 650 ₹2,28,325.5 | 300 ₹1,05,381 | 250 ₹87,817.5 Lowest |
| 8.00 | M&L for providing reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area n exc 100 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed | 3.54 | Cum | 10,000 ₹35,400 | 8,000 ₹28,320 | 7,500 ₹26,550 Lowest | 15,000 ₹53,100 | 12,000 ₹42,480 | 10,000 ₹35,400 |
| 9.00 | S&F CRS Mild steel 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. | 880 | Kg | 200 ₹1,76,000 | 130 ₹1,14,400 | 120 ₹1,05,600 Lowest | 150 ₹1,32,000 | 150 ₹1,32,000 | 120 ₹1,05,600 Lowest |
| 10.00 | M & L PCC 1 : 3 : 6 Type C2 ( 40 mm graded aggregsate) as in foundation and mass concrete. complete all as specified and directed. | 6.3 | Cum | 7,000 ₹44,100 | 8,500 ₹53,550 | 6,500 ₹40,950 Lowest | 9,000 ₹56,700 | 7,500 ₹47,250 | 7,000 ₹44,100 |
Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
21 Oct 2025, 6:00 pmClosed
GE Navy Porbandar
GE Navy Porbandar Tija Mile Porbandar
PROVISION OF MOTORABLE ROAD, ANTI CLIMB FENCE AT NAE AND DIESEL GENERATOR AT NAVAL BASE PORBANDAR UNDER GE NAVY PORBANDAR
2025_MES_730933_1
9323/PBR/E8
Open Tender
Civil Works
Item Rate
270 days
GE Navy Porbandar
Please refer Tender Documents
7 documents required · 7 mandatory
₹1,000
Garrison Engineer Navy
₹1.6 L
Yes
24 Nov 2025
15 Sept 2025
23 Oct 2025
15 Sept 2025
21 Oct 2025
7 Oct 2025
15 Sept 2025 - 6 Oct 2025
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