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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.5 LAccepted-AOC HQ CWE SUBS MUMBAI | NAGPUR | MAHARASHTRA | 440001 | ₹38.5 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹40.0 LRejected-Finance | ₹40.0 L | L2 | Rejected-Finance Other than Lowest Bidder |
| 3 | L3₹40.1 LRejected-Finance SHOP NO 06 FIRST FLOOR OPP CHAMUNDA HOTEL AT BOKHIRA DIST PORBANDAR GUJARAT 360 579 | PORBANDAR | GUJARAT | 360579 | ₹40.1 L | L3 | Rejected-Finance Other than Lowest Bidder |
| 4 | L4₹41.2 LRejected-Finance 4 14 168 TRISHERIYU SALVIWADO PATAN PATAN GUJARAT 384265 UDYAM GJ 18 0001893 | PATAN | GUJARAT | 384265 | ₹41.2 L | L4 | Rejected-Finance Other than Lowest Bidder |
| 5 | L5₹42.3 LRejected-Finance KUCHHADI VADI VISTAR PORBANDAR GUJARAT 360579 | PORBANDAR | GUJARAT | 360579 | ₹42.3 L | L5 | Rejected-Finance Other than Lowest Bidder |
| Sl No | Description | Qty | Unit | Shree Ashapura Construction Co L8 | m/s prakash enterprise L6 | Vastushilp Building Designer L2 | K B N TRADERS L9 | JAY BHARAT METAL SUPPLIERS L5 | shree chamunda enterprise L4 | VIVEK JITENDRABHAI KATAR L3 | SHREE KEDARNATH ENTERPRISE L1 | AADESH CONSTRUCTION L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in Hard / Dense Soil complete all as specified and directed by Engr-in-charge. | 75.5 | Sqm | 100 ₹7,550 | 600 ₹45,300 | 120 ₹9,060 | 7,051 ₹5.3 L | 80 ₹6,040 | 70 ₹5,285 | 66 ₹4,983 | 80 ₹6,040 | 100 ₹7,550 |
| 2.00 | Rough excavating over areas, not exc 1.5 m deep and getting out in hard / dense soil and as specified &directed . | 1,039.85 | Cum | 1,000 ₹10.4 L | 700 ₹7.3 L | 725 ₹7.5 L | 1,100 ₹11.4 L | 920 ₹9.6 L | 910 ₹9.5 L | 900 ₹9.4 L | 452 ₹4.7 L | 700 ₹7.3 L |
| 3.00 | Earth work in soil excavation by mechanical means (Hydraulic excavator) / over areas (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the soft / disintegrated rock and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. | 1,081.5 | Cum | 1,100 ₹11.9 L | 750 ₹8.1 L | 925 ₹10.0 L | 770 ₹8.3 L | 920 ₹9.9 L | 910 ₹9.8 L | 900 ₹9.7 L | 1,199 ₹13.0 L | 950 ₹10.3 L |
| 4.00 | M&L for PCC Type D2 1:4:8 (40 mm graded aggregate) in foundation filling in mass concrete all as specified & directed by Engr-in-charge. | 7.5 | Cum | 8,500 ₹63,750 | 10,000 ₹75,000 | 7,250 ₹54,375 | 5,126 ₹38,445 | 5,520 ₹41,400 | 5,510 ₹41,325 | 5,500 ₹41,250 | 5,200 ₹39,000 | 7,000 ₹52,500 |
| 5.00 | M & L for M-30 (Design Mix) for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, all as specified & directed by Engr-in-charge. | 13.56 | Cum | 10,500 ₹1.4 L | 12,000 ₹1.6 L | 9,650 ₹1.3 L | 8,546 ₹1.2 L | 9,020 ₹1.2 L | 9,010 ₹1.2 L | 9,000 ₹1.2 L | 7,550 ₹1.0 L | 9,500 ₹1.3 L |
| 6.00 | M & L for M-30 (Design Mix) for RCC walls, retaining walls, basement walls, ballast walls and the like; any thickness all as specified & directed by Engr-in-charge. | 17.5 | Cum | 11,000 ₹1.9 L | 15,000 ₹2.6 L | 9,700 ₹1.7 L | 8,546 ₹1.5 L | 9,020 ₹1.6 L | 9,010 ₹1.6 L | 9,000 ₹1.6 L | 8,000 ₹1.4 L | 9,500 ₹1.7 L |
| 7.00 | M & L for M-30 (Design Mix) for Slabs supported on walls, beams and columns in roof all as specified & directed by Engr-in-charge. | 4.9 | Cum | 11,000 ₹53,900 | 10,000 ₹49,000 | 9,650 ₹47,285 | 8,546 ₹41,875.40 | 9,020 ₹44,198 | 9,010 ₹44,149 | 9,000 ₹44,100 | 7,400 ₹36,260 | 9,500 ₹46,550 |
| 8.00 | Use & waste of formwork to rough finished surfaces of sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work all as specified & directed by Engr-in-charge. . | 8.5 | Sqm | 600 ₹5,100 | 500 ₹4,250 | 550 ₹4,675 | 470 ₹3,995 | 570 ₹4,845 | 560 ₹4,760 | 550 ₹4,675 | 350 ₹2,975 | 500 ₹4,250 |
| 9.00 | Use & waste of formwork to rough finished surfaces of sides of RCC walls all as specified & directed by Engr-in-charge. . | 140.5 | Sqm | 600 ₹84,300 | 450 ₹63,225 | 575 ₹80,787.50 | 480 ₹67,440 | 570 ₹80,085 | 560 ₹78,680 | 550 ₹77,275 | 510 ₹71,655 | 550 ₹77,275 |
| 10.00 | Use & waste of formwork to rough finished surfaces to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) all as specified & directed by Engr-in-charge. | 32.5 | Sqm | 600 ₹19,500 | 500 ₹16,250 | 575 ₹18,687.50 | 470 ₹15,275 | 575 ₹18,687.50 | 565 ₹18,362.50 | 555 ₹18,037.50 | 500 ₹16,250 | 550 ₹17,875 |
Tender Value
Refer Docs
EMD Value
₹77,600
Closing Date
19 Mar 2026, 6:00 pmClosed
GE Navy Porbandar
GE Navy Porbandar Tija Mile Porbandar
PROVISION OF SUMPS OF VARIOUS SIZES AT NOFRA AND NSB UNDER GE NAVY PORBANDAR
2026_MES_754595_1
9339/PBR/E8
Open Tender
Civil Works
180 days
GE Navy Porbandar
Please refer Tender Documents
7 documents required · 7 mandatory
₹500
Garrison Engineer Navy
₹77,600
Yes
30 Mar 2026
27 Feb 2026
21 Mar 2026
27 Feb 2026
19 Mar 2026
13 Mar 2026
27 Feb 2026 - 12 Mar 2026
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in Hard / Dense Soil complete all as specified and directed by Engr-in-charge.
Rough excavating over areas, not exc 1.5 m deep and getting out in hard / dense soil and as specified &directed .
Earth work in soil excavation by mechanical means (Hydraulic excavator) / over areas (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the soft / disintegrated rock and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed.
M&L for PCC Type D2 1:4:8 (40 mm graded aggregate) in foundation filling in mass concrete all as specified & directed by Engr-in-charge.
M & L for M-30 (Design Mix) for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, all as specified & directed by Engr-in-charge.
M & L for M-30 (Design Mix) for RCC walls, retaining walls, basement walls, ballast walls and the like; any thickness all as specified & directed by Engr-in-charge.
M & L for M-30 (Design Mix) for Slabs supported on walls, beams and columns in roof all as specified & directed by Engr-in-charge.
Use & waste of formwork to rough finished surfaces of sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work all as specified & directed by Engr-in-charge. .
Use & waste of formwork to rough finished surfaces of sides of RCC walls all as specified & directed by Engr-in-charge. .
Use & waste of formwork to rough finished surfaces to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) all as specified & directed by Engr-in-charge.
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 all as specified & directed by Engr-in-charge.
Ditto all as per item No 11.00 above but in 6mm to10mm bars all as specified & directed by Engr-in-charge.
S&F Mild steel rolled sections Fe 410 -W (Gde- E- 250) quality- A as in framing all as specified & directed by Engr-in-charge.
M & L for Rendering 22mm thick on fair faces of concrete surface in CM 1:4 all as specified & directed by Engr-in-charge.
Returning, filling in of soft/disintegrated rocks including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified & directed by Engr-in-charge.
Removing excavated material (Soils& Rocks)out side MoD land as per location justified by contractor incl obtaining all reqd clearance from civil authorities .
M & L for two coats of colour washing paint on newly plastered surfaces of wall or concrete surfaces in two coats including preparation of surfaces and one coat of primer complete all as specified & directed by Engr-in-charge.
M & L for two coats of synthetic enamel paint over a priming coat of red oxide after preparation of new surfaces of any description, over 10cm in width or girth,not otherwise described all as specified & directed by Engr-in-charge.
M&L for sand filling under floor or in foundations, spread and levelled in layers 50mm thick, watered and rolled/rammed to a true surface all as specified & directed by Engr-in-charge. .
M&L forpolythene film 50 micron thick laid on acoat of bitumen primer @0.30-0.5 0kg per sqm as specified & directed by Engr-in-charge. .
Supply only WPC as directed by Engr-in-charge.
M&L for hard core (broken stone or boulders) of gauge n. exc. 63 mm but n exc 100mm, deposited, spread and levelled in layers n. exc. 15 cm thick, watered and rolled/rammed to a true surface all as specified & directed by Engr-in-charge.
S&F plain &chequererd channel sqr cut or notched and attached Fe 410 -W Gde 250 quality A 5 mm thick as directed by Engr -in -Charge.
M&L Plain Cement concrete 100mm thick in plinth protection type C- 2, 1:3:6 (40mm graded aggregate) all as specified & directed by Engr-in-charge.
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