Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.7 LAccepted-AOC NEIKUPPI VILLAGE VENGAPAKKAM POST KALPAKKAM 603 102 KANCHEEPURAM DIST | KALPAKKAM | KANCHEEPURAM | TAMIL NADU | 603102 | L1 | Accepted-AOC Lowest Bid | |
| 2 | L2₹34.8 L+₹1.1 L (3.34%)Rejected-AOC NO 03 45 NEIKUPPI VILLAGE VENGAPAKKAM POST KALPAKKAM CHENGALPATTU DISTRICT 603 102 | KALPAKKAM | CHENGALPATTU | TAMIL NADU | 603102 | L2 | Rejected-AOC Not L1 | |
| 3 | L3₹35.6 L+₹2.0 L (5.87%)Rejected-AOC NO 22 KUNNIJI NAGAR 1ST STREET EAST TAMBARAM CHENNAI 600 059 TAMIL NADU | CHENNAI | CHENNAI | TAMIL NADU | 600059 | L3 | Rejected-AOC Not L1 | |
| 4 | L4₹38.9 L+₹5.2 L (15.6%)Rejected-AOC PLOT NO 15 JAYASURIYA STREET GANGAI NAGAR KALLIKUPPAM AMBATTUR CHENNAI 600053 | CHENNAI | CHENNAI | TAMIL NADU | 600053 | L4 | Rejected-AOC Not L1 | |
| 5 | L5₹39.4 L+₹5.8 L (17.1%)Rejected-AOC NO 21 BRAMIN STREET KORATTUR CHENNAI 600080 | CHENNAI | CHENNAI | TAMIL NADU | 600080 | L5 | Rejected-AOC Not L1 |
| Sl No | Description | Qty | Unit | Banyan Engineers and Contractors L4 | kvs constructions L5 | S VENKATESAN L1 | S Dilli L2 | Vijay Builders L7 | M/s Omm Muruga Enterprises L6 | ELITE ENGINEERS AND BUILDERS L8 | Sri Sankar Enterprises L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out of in soft/loose soil complete all as specified and directed by Engineer-in-Charge. | 2,080 | Sqm | 50 ₹1,04,000 | 30 ₹62,400 | 60 ₹1,24,800 | 25 ₹52,000 Lowest | 72 ₹1,49,760 | 54 ₹1,12,320 | 45 ₹93,600 | 50 ₹1,04,000 |
| 2.00 | M&L Hardcore of broken stone or boulders 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 by Engineer-in-Charge. | 208 | Cum | 1,500 ₹3,12,000 | 2,150 ₹4,47,200 | 2,300 ₹4,78,400 | 1,600 ₹3,32,800 | 1,899 ₹3,94,992 | 1,999 ₹4,15,792 | 1,800 ₹3,74,400 | 800 ₹1,66,400 Lowest |
| 3.00 | M&L 75 mm thick for PCC 1:2:4, type B2 (using 40mm graded stone aggregate) for subbase in floor and mass concrete complete all as specified and directed by Engineer-in-Charge. | 2,080 | Sqm | 400 ₹8,32,000 | 350 ₹7,28,000 | 220 ₹4,57,600 Lowest | 500 ₹10,40,000 | 405 ₹8,42,400 | 399 ₹8,29,920 | 580 ₹12,06,400 | 420 ₹8,73,600 |
| 4.00 | M&L sand filling 50 mm thick under floors or in foundation including watering and consolidation complete all as specified and directed by Engineer-in-Charge. | 104 | Cum | 2,100 ₹2,18,400 | 2,800 ₹2,91,200 | 1,000 ₹1,04,000 | 700 ₹72,800 Lowest | 2,079 ₹2,16,216 | 1,900 ₹1,97,600 | 2,000 ₹2,08,000 | 1,600 ₹1,66,400 |
| 5.00 | M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade complete all as specified and directed by Engineer-in-Charge. | 2,080 | Sqm | 1,150 ₹23,92,000 | 1,150 ₹23,92,000 | 1,050 ₹21,84,000 | 950 ₹19,76,000 Lowest | 1,179 ₹24,52,320 | 1,199 ₹24,93,920 | 1,148 ₹23,87,840 | 1,075 ₹22,36,000 |
| 6.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point. | 208 | Cum | 150 ₹31,200 | 100 ₹20,800 | 80 ₹16,640 | 20 ₹4,160 Lowest | 279 ₹58,032 | 190 ₹39,520 | 600 ₹1,24,800 | 80 ₹16,640 |
Tender Value
₹42.8 L
EMD Value
₹85,600
Closing Date
15 Jul 2026, 6:00 pmClosed
GE NAVY CHENNAI
GE Navy Chennai Military Engineer Services Fort St George Rajaji Salai Chennai 600 009
PROVISION OF INTERLOCKING PAVING TILE WORKS OF THE MAIN ROAD FROM MAIN GATE TO OPS TECH COMPLEX AT 2N DET UNDER GE NAVY CHENNAI
2026_MES_773612_1
8807/E8
Open Tender
Civil Works
Item Rate
180 days
CHENNAI
AS PER NIT
8 documents required · 8 mandatory
₹500
GE Navy Chennai
₹85,600
22 Aug 2026
19 Jun 2026
16 Jul 2026
19 Jun 2026
15 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out of in soft/loose soil complete all as specified and directed by Engineer-in-Charge. | 2,080 | Sqm | - | - |
| 2 | M&L Hardcore of broken stone or boulders 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 by Engineer-in-Charge. | 208 | Cum | - | - |
| 3 | M&L 75 mm thick for PCC 1:2:4, type B2 (using 40mm graded stone aggregate) for subbase in floor and mass concrete complete all as specified and directed by Engineer-in-Charge. | 2,080 | Sqm | - | - |
| 4 | M&L sand filling 50 mm thick under floors or in foundation including watering and consolidation complete all as specified and directed by Engineer-in-Charge. | 104 | Cum | - | - |
| 5 | M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade complete all as specified and directed by Engineer-in-Charge. | 2,080 | Sqm | - | - |
| 6 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point. | 208 | Cum | - | - |
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.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 • 0.26 MB
BOQ_866220.xls
BOQ • 3.41 MB
8807GENERALPAGES.pdf
Tender Documents • 0.38 MB
8807PS.pdf
Tender Documents • 0.43 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 .