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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.3 LAccepted-AOC 26 8 2 PUNE MUMBAI ROAD OPP B U BHANDARI SHOWROOM EKTA PARK SOCIETY WAKDEWADI PUNE 411 003 | PUNE | MAHARASHTRA | 411003 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹38.2 L+₹2.9 L (8.12%)Rejected-Finance 3 SHITALNATH FLATE 1 NR KHANPUR JAIN TEMPLE OPP BANK OF INDIA SHAHPUR AHMEDABAD GUJARAT 380001 | AHMADABAD | GUJARAT | 380001 | L2 | Rejected-Finance Other than lowest bidder. | |
| 3 | L3₹38.9 L+₹3.6 L (10.1%)Rejected-Finance HQ CE SC PUNE | PUNE | MAHARASHTRA | 410301 | L3 | Rejected-Finance Other than lowest bidder. | |
| 4 | L4₹39.1 L+₹3.7 L (10.5%)Rejected-Finance PLOT NO P PARASNAGAR NR SBI BANK NARSANG TEKRI PORBANDAR 360 575 | PORBANDAR | GUJARAT | 360575 | L4 | Rejected-Finance Other than lowest bidder. | |
| 5 | L5₹39.2 L+₹3.9 L (10.9%)Rejected-Finance PLOT NO 3 DIVINE SCHOOL ROAD NEAR BJP KARYALAY PORBANDAR KHAMBHALIYA HIGHWAY BOKHIRA PORBANDAR 360 579 | PORBANDAR | GUJARAT | 360579 | L5 | Rejected-Finance Other than lowest bidder. |
| Sl No | Description | Qty | Unit | m/s prakash enterprise L5 | vishalconstruction L1 | K B N TRADERS L3 | JAY BHARAT METAL SUPPLIERS L6 | AADESH CONSTRUCTION L4 | shree chamunda enterprise L2 | VIVEK JITENDRABHAI KATAR L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 | 10.21 | Cum | 850 ₹8,678.5 | 450 ₹4,594.5 | 755 ₹7,708.55 | 130 ₹1,327.3 | 1,000 ₹10,210 | 120 ₹1,225.2 Lowest | 140 ₹1,429.4 |
| 2.00 | M & L for RCC- M-30 (Design Mix) using 20mm graded aggregate for GDT Pad over Roof Slab, Column, Plinth Beam Chajjas and Slab complete all as specified. | 37.75 | Cum | 12,000 ₹4,53,000 | 9,500 ₹3,58,625 | 9,565 ₹3,61,078.75 | 510 ₹19,252.5 | 9,500 ₹3,58,625 | 500 ₹18,875 Lowest | 520 ₹19,630 |
| 3.00 | M & L for RCC- M-30 (Design Mix) using 20mm graded aggregate for Beams, columns Including rafts as Mass Concrete complete all as specified. | 18.79 | Cum | 11,500 ₹2,16,085 | 9,500 ₹1,78,505 | 9,565 ₹1,79,726.35 | 410 ₹7,703.9 | 9,500 ₹1,78,505 | 400 ₹7,516 Lowest | 420 ₹7,891.8 |
| 4.00 | Use & waste Form work for rough finished surfaces of concrete measured flat for Concrere pad finished fair flat surfaces | 78 | Sqm | 800 ₹62,400 | 490 ₹38,220 | 711 ₹55,458 | 220 ₹17,160 | 700 ₹54,600 | 210 ₹16,380 Lowest | 230 ₹17,940 |
| 5.00 | M & L for RCC- M-30 (Design Mix) using 20mm graded aggregate For Staircase | 3.5 | Cum | 13,200 ₹46,200 | 9,500 ₹33,250 | 9,565 ₹33,477.5 | 310 ₹1,085 | 9,700 ₹33,950 | 300 ₹1,050 Lowest | 320 ₹1,120 |
| 6.00 | Use & Waste Form work for fair finished surfaces of concrete measured flat For Staircase | 43 | Sqm | 750 ₹32,250 | 490 ₹21,070 | 744 ₹31,992 | 460 ₹19,780 | 800 ₹34,400 | 450 ₹19,350 Lowest | 470 ₹20,210 |
| 7.00 | S & F of Steel reinforcement (CRS bars) 10mm dia & over of Grade Fe 500d incl cutting, bending, binding & placing in position with binding wire. | 6,060 | Kg | 100 ₹6,06,000 Lowest | 160 ₹9,69,600 | 156 ₹9,45,360 | 410 ₹24,84,600 | 170 ₹10,30,200 | 400 ₹24,24,000 | 420 ₹25,45,200 |
| 8.00 | All as per above item No 7.00 but 5 to 10mm dia in stirrups, spacers & binders. | 1,818 | Kg | 105 ₹1,90,890 Lowest | 165 ₹2,99,970 | 141 ₹2,56,338 | 410 ₹7,45,380 | 175 ₹3,18,150 | 400 ₹7,27,200 | 420 ₹7,63,560 |
| 9.00 | Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangementall as specified & directed by Engineer-in-charge | 470 | Kg | 600 ₹2,82,000 | 825 ₹3,87,750 | 626 ₹2,94,220 | 240 ₹1,12,800 | 650 ₹3,05,500 | 230 ₹1,08,100 Lowest | 250 ₹1,17,500 |
| 10.00 | M&L for rendering 10mm thick in CM 1:6 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement, Complete all as specified and directed. | 300 | Sqm | 600 ₹1,80,000 | 350 ₹1,05,000 | 336 ₹1,00,800 | 410 ₹1,23,000 | 305 ₹91,500 Lowest | 400 ₹1,20,000 | 420 ₹1,26,000 |
Tender Value
Refer Docs
EMD Value
₹73,375
Closing Date
3 Jun 2026, 6:00 pmClosed
GE Navy Porbandar
GE Navy Porbandar Tija Mile Porbandar
ADDITION AND ALTERATION TO P-2 BUILDING AND PROVISION OF UCS PAD FOR INDUCTION OF HERON MK II AT NAVAL AIR ENCLAVE
2026_MES_765020_1
9377/PBR/E8
Open Tender
Miscellaneous Works
Item Rate
90 days
GE Navy Porbandar
Please refer Tender Documents
7 documents required · 7 mandatory
₹500
Garrison Engineer Navy
₹73,375
Yes
14 Jul 2026
13 May 2026
4 Jun 2026
13 May 2026
3 Jun 2026
28 May 2026
13 May 2026 - 27 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 10.21 | Cum | - | - |
| - | M & L for RCC- M-30 (Design Mix) using 20mm graded aggregate for GDT Pad over Roof Slab, Column, Plinth Beam Chajjas and Slab complete all as specified. | 37.75 | Cum | - | - |
| - | M & L for RCC- M-30 (Design Mix) using 20mm graded aggregate for Beams, columns Including rafts as Mass Concrete complete all as specified. | 18.79 | Cum | - | - |
| - | Use & waste Form work for rough finished surfaces of concrete measured flat for Concrere pad finished fair flat surfaces | 78 | Sqm | - | - |
| - | M & L for RCC- M-30 (Design Mix) using 20mm graded aggregate For Staircase | 3.5 | Cum | - | - |
| - | Use & Waste Form work for fair finished surfaces of concrete measured flat For Staircase | 43 | Sqm | - | - |
| - | S & F of Steel reinforcement (CRS bars) 10mm dia & over of Grade Fe 500d incl cutting, bending, binding & placing in position with binding wire. | 6,060 | Kg | - | - |
| - | All as per above item No 7.00 but 5 to 10mm dia in stirrups, spacers & binders. | 1,818 | Kg | - | - |
| - | Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangementall as specified & directed by Engineer-in-charge | 470 | Kg | - | - |
| - | M&L for rendering 10mm thick in CM 1:6 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement, Complete all as specified and directed. | 300 | Sqm | - | - |
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