Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.5 LAccepted-AOC HOSKERI SHETGERI ANKOLA UTTARA KANNADA 581353 | ANKOLA | UTTARA KANNADA | KARNATAKA | 581353 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹16.1 L+₹62,478.50 (4.03%)Rejected-Finance | L2 | Rejected-Finance Not Being L1 | |
| 3 | L3₹16.5 L+₹96,040.05 (6.19%)Rejected-Finance | L3 | Rejected-Finance Not Being L1 | |
| 4 | L4₹16.7 L+₹1.2 L (7.48%)Rejected-Finance MHALASA ROAD BINAGA TALUKA KARWAR DISTRICT UTTAR KANNADA KARNATAKA 581307 | KARWAR | UTTAR KANNADA | KARNATAKA | 581307 | L4 | Rejected-Finance Not Being L1 | |
| 5 | L5₹17.1 L+₹1.6 L (10.3%)Rejected-Finance | L5 | Rejected-Finance Not Being L1 |
| Sl No | Description | Qty | Unit | ABDUL RAHIM L2 | MHALASA CONSTRUCTIONS L4 | K.G.SHANKER L3 | Arun Construction L1 | SHRI SHIVANAND S NAYAK L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep in Soft/loose soil for hard standing Stage all as specified and directed. | 50 | Sqm | 40 ₹2,000 | 50 ₹2,500 | 40 ₹2,000 | 35 ₹1,750 Lowest | 60 ₹3,000 |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth in Soft and Loose Soil for foundation, etc. or shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and directed. | 154 | Cum | 400 ₹61,600 | 450 ₹69,300 | 320 ₹49,280 | 290 ₹44,660 Lowest | 410 ₹63,140 |
| 3.00 | Returning, filling in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm all as specified & directed. | 95.97 | Cum | 60 ₹5,758.2 Lowest | 100 ₹9,597 | 75 ₹7,197.75 | 70 ₹6,717.9 | 110 ₹10,556.7 |
| 4.00 | Removing surplus soil to a distance n exc 50m and making good surface at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 58.03 | Cum | 200 ₹11,606 | 120 ₹6,963.6 | 100 ₹5,803 Lowest | 100 ₹5,803 Lowest | 116 ₹6,731.48 |
| 5.00 | M&L for hardcore of broken boulders of gauge n.exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | 3.85 | Cum | 2,000 ₹7,700 | 3,500 ₹13,475 | 2,000 ₹7,700 | 1,000 ₹3,850 Lowest | 3,200 ₹12,320 |
| 6.00 | M&L for design mix M-30 Reinforced cement concrete for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete including raft footing and base of the column using 20 mm graded stone aggregate complete all as specified and directed. | 6.5 | Cum | 10,000 ₹65,000 | 10,000 ₹65,000 | 9,500 ₹61,750 | 9,000 ₹58,500 Lowest | 9,500 ₹61,750 |
| 7.00 | M&L for design mix M-30 Reinforced cement concrete for column, pillars, piers, post and struts using 20 mm graded stone aggregate complete all as specified and directed. | 2 | Cum | 10,000 ₹20,000 | 10,000 ₹20,000 | 9,500 ₹19,000 | 9,000 ₹18,000 Lowest | 9,400 ₹18,800 |
| 8.00 | M&L for formwork to 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; vertical or to batter on Flat rough finished surfaces of concrete. | 7.2 | Sqm | 500 ₹3,600 | 700 ₹5,040 | 320 ₹2,304 Lowest | 320 ₹2,304 Lowest | 850 ₹6,120 |
| 9.00 | M&L for formwork for flat fair surfaces of finished concrete to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed. | 20 | Sqm | 600 ₹12,000 | 700 ₹14,000 | 350 ₹7,000 | 340 ₹6,800 Lowest | 840 ₹16,800 |
| 10.00 | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions on square, rectangular or polygonal rough finished surfaces of concrete | 33.6 | Sqm | 600 ₹20,160 | 800 ₹26,880 | 350 ₹11,760 | 340 ₹11,424 Lowest | 875 ₹29,400 |
Tender Value
₹17 L
EMD Value
₹34,000
Closing Date
3 Mar 2026, 6:00 pmClosed
GE (SB) KARWAR
GARRISON ENGINEER (SEABIRD) KARWAR Naval Base, Sankrubagh Karwar - 581308
Provision of Additional Sanitary Facilities Adjacent to Building No.P58 SCC (KAR) at Naval Base Karwar
2026_MES_752065_1
8464/E8
Open Tender
Civil Works
Item Rate
180 days
GE (SB) KARWAR
As per NIT
8 documents required · 8 mandatory
₹500
Yes
GE(SB)KARWAR
₹34,000
Yes
9 Apr 2026
10 Feb 2026
5 Mar 2026
10 Feb 2026
3 Mar 2026
24 Feb 2026
10 Feb 2026 - 17 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n exc 15 cm deep in Soft/loose soil for hard standing Stage all as specified and directed. | - | Sqm | 1.25 | - |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth in Soft and Loose Soil for foundation, etc. or shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and directed. | - | Cum | 1.25 | - |
| 3 | Returning, filling in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm all as specified & directed. | 1 | Cum | 1.25 | ₹1.25 |
| 4 | Removing surplus soil to a distance n exc 50m and making good surface at a level n exc. 1.5 m above the starting point complete all as specified and directed. | - | Cum | 1.25 | - |
| 5 | M&L for hardcore of broken boulders of gauge n.exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | - | Cum | 1.25 | - |
| 6 | M&L for design mix M-30 Reinforced cement concrete for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete including raft footing and base of the column using 20 mm graded stone aggregate complete all as specified and directed. | - | Cum | 1.25 | - |
| 7 | M&L for design mix M-30 Reinforced cement concrete for column, pillars, piers, post and struts using 20 mm graded stone aggregate complete all as specified and directed. | - | Cum | 1.25 | - |
| 8 | M&L for formwork to 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; vertical or to batter on Flat rough finished surfaces of concrete. | - | Sqm | 1.25 | - |
| 9 | M&L for formwork for flat fair surfaces of finished concrete to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed. | - | Sqm | 1.25 | - |
| 10 | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions on square, rectangular or polygonal rough finished surfaces of concrete | - | Sqm | 1.25 | - |
stage.html
html • 0.05 MB
technical_842347.pdf
techsummary_842347.pdf
finance_842347.pdf
BOQ Comparative Chart
xlsx
finsummary_842347.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.20 MB
BOQ_842347.xls
BOQ • 0.34 MB
Tender8464.pdf
Tender Documents • 0.74 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .