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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 CrAccepted-AOC | ₹8.2 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹8.4 CrRejected-AOC 4 324M MAIN ROAD VANNICONENDAL TIRUNELVELI DISTRICT 627951 | TIRUNELVELI | TAMIL NADU | 627951 | ₹8.4 Cr | L2 | Rejected-AOC L2 Bidder |
| 3 | L3₹8.5 CrRejected-AOC 2 M S CHIDAMBARAM 608001 | CUDDALORE | TAMIL NADU | 608001 | ₹8.5 Cr | L3 | Rejected-AOC L3 Bidder |
| Sl No | Description | Qty | Unit | VMP ASSOCIATES L1 | MANI & CO L3 | AVS CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|
| 1.00 | Boring through the 600mm dia liner tube in all type of soil strata including sea silt or clay sand and weathered rock. The rate should include the removal of bored material, cleaning the loose particles, bailing chiseling and taking all measures to retain the sides and prevent necking of line from bed level excluding installing of lines & driving of liners etc., complete complying with standard specification and as directed by the departmental officers. | 1,020 | Rm | 4,954 ₹59,62,634.4 Lowest | 5,142 ₹61,88,911.2 | 5,048 ₹60,75,772.8 |
| 2.00 | Boring through the 500mm dia liner tube in all type of soil strata including sea silt or clay sand and weathered rock. The rate should include the removal of bored material, cleaning the loose particles, bailing chiseling and taking all measures to retain the sides and prevent necking of line from bed level excluding installing of lines & driving of liners etc., complete complying with standard specification and as directed by the departmental officers. | 330 | Rm | 4,697 ₹18,29,011.8 Lowest | 4,876 ₹18,98,714.4 | 4,787 ₹18,64,057.8 |
| 3.00 | Boring through the 380mm dia liner tube in all type of soil strata including sea silt or clay sand and weathered rock. The rate should include the removal of bored material, cleaning the loose particles, bailing chiseling and taking all measures to retain the sides and prevent necking of line from bed level excluding installing of lines & driving of liners etc., complete complying with standard specification and as directed by the departmental officers. | 180 | Rm | 4,371 ₹9,28,400.4 Lowest | 4,538 ₹9,63,871.2 | 4,454 ₹9,46,029.6 |
| 4.00 | Providing and driving in position permanent MS liners for piles from bottom of pile cap as per cl.709.1.4 of IRC 78 - 2014 (up to maximum scour level) including cost of liners and fabricating, welded construction with consumables, labour and plants and driving MS liner 6mm thick to be left permenantly with the pile shaft as per requirement and as per specification and placing them in position with all lead and lift etc.complete | 89.65 | Mt | 86,701 ₹91,71,838.69 Lowest | 90,004 ₹95,21,253.15 | 88,353 ₹93,46,598.81 |
| 5.00 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth. Data worked out for 48 m3 per day/8 hrs. | 580 | m3 | 393 ₹2,68,969.2 Lowest | 407 ₹2,78,550.8 | 400 ₹2,73,760 |
| 6.00 | Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in- clusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. A). Upto 2.40m Depth. | 110 | m3 | 210 ₹27,258 Lowest | 218 ₹28,296.4 | 214 ₹27,777.2 |
| 7.00 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers | 270 | m3 | 967 ₹3,08,086.2 Lowest | 1,004 ₹3,19,874.4 | 985 ₹3,13,821 |
| 8.00 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 580 | m3 | 171 ₹1,17,032.4 Lowest | 177 ₹1,21,138.8 | 174 ₹1,19,085.6 |
| 9.00 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers. | 1,255 | m3 | 401 ₹5,93,840.9 Lowest | 416 ₹6,16,054.4 | 409 ₹6,05,688.1 |
| 10.00 | Supplying and filling in foundation, basement, etc with Stone Dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and
as directed by the departmental officers. | 16 | m3 | 405 ₹7,646.4 Lowest | 421 ₹7,948.48 | 413 ₹7,797.44 |
Tender Value
Refer Docs
EMD Value
₹4.5 L
Closing Date
25 Feb 2026, 3:00 pmClosed
Executive Engineer Civil
171 Southkesavaperumalpuram Off Greenways Road Rajaannamalaipuram Chennai 600028
Construction of New Hostel Block in Tamil Nadu Maritime Academy campus at Thoothukudi
2026_MP_660674_1
4815/CE/TNMB/2025
Open Tender
Civil Works
Works
540 days
Thoothukudi
As per Tender Document
8 documents required · 8 mandatory
₹0
₹4.5 L
13 Mar 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
25 Feb 2026
19 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Boring through the 600mm dia liner tube in all type of soil strata including sea silt or clay sand and weathered rock. The rate should include the removal of bored material, cleaning the loose particles, bailing chiseling and taking all measures to retain the sides and prevent necking of line from bed level excluding installing of lines & driving of liners etc., complete complying with standard specification and as directed by the departmental officers. | - | Rm | - | - |
| 2 | Boring through the 500mm dia liner tube in all type of soil strata including sea silt or clay sand and weathered rock. The rate should include the removal of bored material, cleaning the loose particles, bailing chiseling and taking all measures to retain the sides and prevent necking of line from bed level excluding installing of lines & driving of liners etc., complete complying with standard specification and as directed by the departmental officers. | - | Rm | - | - |
| 3 | Boring through the 380mm dia liner tube in all type of soil strata including sea silt or clay sand and weathered rock. The rate should include the removal of bored material, cleaning the loose particles, bailing chiseling and taking all measures to retain the sides and prevent necking of line from bed level excluding installing of lines & driving of liners etc., complete complying with standard specification and as directed by the departmental officers. | - | Rm | - | - |
| 4 | Providing and driving in position permanent MS liners for piles from bottom of pile cap as per cl.709.1.4 of IRC 78 - 2014 (up to maximum scour level) including cost of liners and fabricating, welded construction with consumables, labour and plants and driving MS liner 6mm thick to be left permenantly with the pile shaft as per requirement and as per specification and placing them in position with all lead and lift etc.complete | - | Mt | - | - |
| 5 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth. Data worked out for 48 m3 per day/8 hrs. | - | m3 | - | - |
| 6 | Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in- clusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. A). Upto 2.40m Depth. | - | m3 | - | - |
| 7 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers | - | m3 | - | - |
| 8 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | - | m3 | - | - |
| 9 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers. | - | m3 | - | - |
| 10 | Supplying and filling in foundation, basement, etc with Stone Dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and
as directed by the departmental officers. | - | m3 | - | - |
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