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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | L1 | Accepted-AOC The rates quoted by you have been accepted in this office. | |
| 2 | L2₹1.2 Cr+₹1.0 L (0.88%)Rejected-Finance | L2 | Rejected-Finance The rates quoted are more | |
| 3 | L3₹1.2 Cr+₹8.6 L (7.44%)Rejected-Finance 39 19 NAINI STREET ATHUR SALEM 636 102 | SALEM | TAMIL NADU | 636102 | L3 | Rejected-Finance The rates quoted are more | |
| 4 | L4₹1.3 Cr+₹12.3 L (10.6%)Rejected-Finance | L4 | Rejected-Finance The rates quoted are more | |
| 5 | L5₹1.4 Cr+₹22.5 L (19.4%)Rejected-Finance 64 1 EXSERVICE MAN COLONY BHAVANISAGAR 638451 SATHYAMANGALAM TK ERODE DISTRICT TAMIL NADU | ERODE | TAMIL NADU | 638451 | L5 | Rejected-Finance The rates quoted are more |
| Sl No | Description | Qty | Unit | VSPN CONSTRUCTIONS L9 | V S ASSOCIATES L3 | SAKTHI AND CO L5 | D KAMARAJ L7 | MAHESWARAN J L6 | S.K.T. CONSTRUCTION L1 | Kuberan & Co L4 | N Sundarrajan and Co L8 | AMD OVERSEAS IMPEX INDIA PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of P.C.C., depositing the debris in the low lying areas inside the campus as directed by the Engineer - Incharge. | 285 | M3 | 300 ₹85,500 Lowest | 369 ₹1,05,165 | 500 ₹1,42,500 | 443.37 ₹1,26,360.45 | 520 ₹1,48,200 | 405 ₹1,15,425 | 380 ₹1,08,300 | 520 ₹1,48,200 | 1,200 ₹3,42,000 |
| 2.00 | Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of R.C.C., depositing the debris in the low lying areas inside the campus as directed by the Engineer - Incharge. | 8 | M3 | 2,500 ₹20,000 | 3,273 ₹26,184 | 4,000 ₹32,000 | 3,923.96 ₹31,391.68 | 4,610 ₹36,880 | 3,595 ₹28,760 | 3,500 ₹28,000 | 4,500 ₹36,000 | 1,500 ₹12,000 Lowest |
| 3.00 | Clean removal of Cement plaster from walls and clearing the debris away from the site and depositing the same in the low lying areas as directed by the departmental officers. | 493 | M2 | 20 ₹9,860 | 6 ₹2,958 Lowest | 10 ₹4,930 | 7.71 ₹3,801.03 | 9 ₹4,437 | 7 ₹3,451 | 8 ₹3,944 | 9 ₹4,437 | 150 ₹73,950 |
| 4.00 | 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 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 at the site, etc., complete complying with standard specification and as directed by the departmental officers. | 69.5 | M3 | 350 ₹24,325 | 261 ₹18,139.5 | 300 ₹20,850 | 310.62 ₹21,588.09 | 350 ₹24,325 | 283 ₹19,668.5 | 175 ₹12,162.5 Lowest | 350 ₹24,325 | 250 ₹17,375 |
| 5.00 | 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 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. | 340 | M3 | 100 ₹34,000 | 142 ₹48,280 | 200 ₹68,000 | 167.65 ₹57,001 | 175 ₹59,500 | 153 ₹52,020 | 80 ₹27,200 Lowest | 200 ₹68,000 | 260 ₹88,400 |
| 6.00 | Supplying and filling in foundation, basement, etc with filing 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. | 10 | M3 | 1,500 ₹15,000 | 177 ₹1,770 Lowest | 2,000 ₹20,000 | 1,721.57 ₹17,215.7 | 275 ₹2,750 | 1,393 ₹13,930 | 1,500 ₹15,000 | 250 ₹2,500 | 1,600 ₹16,000 |
| 7.00 | Supply and filling in foundation and basement with Red 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. | 123 | M3 | 900 ₹1,10,700 | 348 ₹42,804 | 500 ₹61,500 | 474.01 ₹58,303.23 | 450 ₹55,350 | 375 ₹46,125 | 240 ₹29,520 Lowest | 450 ₹55,350 | 900 ₹1,10,700 |
| 8.00 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam with specified thickness, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 | 93 | M3 | 1,900 ₹1,76,700 | 1,911 ₹1,77,723 | 2,200 ₹2,04,600 | 2,340.25 ₹2,17,643.25 | 2,200 ₹2,04,600 | 1,950 ₹1,81,350 | 1,500 ₹1,39,500 Lowest | 2,500 ₹2,32,500 | 6,500 ₹6,04,500 |
| 9.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers - Mixing by mechanical means | 266 | M3 | 5,000 ₹13,30,000 | 4,072 ₹10,83,152 | 5,000 ₹13,30,000 | 4,425.2 ₹11,77,103.2 | 5,000 ₹13,30,000 | 4,112 ₹10,93,792 | 3,900 ₹10,37,400 Lowest | 5,000 ₹13,30,000 | 4,500 ₹11,97,000 |
| 10.00 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.- Mixing by mechanical means | 289 | M3 | 6,300 ₹18,20,700 | 5,190 ₹14,99,910 | 5,800 ₹16,76,200 | 5,276.2 ₹15,24,821.8 | 6,000 ₹17,34,000 | 5,286 ₹15,27,654 | 5,100 ₹14,73,900 | 6,000 ₹17,34,000 | 5,000 ₹14,45,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹94,200
Closing Date
31 Aug 2026, 5:00 pmClosed
EXECUTIVE ENGINEER, TNWC
TAMILNADU WAREHOUSING CORPORATION, NO. 82, ANNA SALAI, GUINDY, CHENNAI 600 032.
SR to Godown No. 1 to 5 such as servicing of Rolling shutters, top and bottom ventilators including painting, painting of walls inside and outside, repairs to road and construction of Labour Rest room, Security room, Static tank at Chinnasalem WH
2026_TNWC_694892_1
2234/2026/C1
Open Tender
Civil Works
Lump-sum
120 days
Chinnasalem Warehouse
As per tender document.
7 documents required · 7 mandatory
₹0
₹94,200
9 Oct 2026
17 Aug 2026
1 Sept 2026
17 Aug 2026
31 Aug 2026
17 Aug 2026
17 Aug 2026 - 28 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of P.C.C., depositing the debris in the low lying areas inside the campus as directed by the Engineer - Incharge. | |||||
| 2Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of R.C.C., depositing the debris in the low lying areas inside the campus as directed by the Engineer - Incharge. | |||||
| 3Clean removal of Cement plaster from walls and clearing the debris away from the site and depositing the same in the low lying areas as directed by the departmental officers. | |||||
| 4Earth 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 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 at the site, etc., complete complying with standard specification and as directed by the departmental officers. | |||||
| 5Earth 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 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. | |||||
| 6Supplying and filling in foundation, basement, etc with filing 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. | |||||
| 7Supply and filling in foundation and basement with Red 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. | |||||
| 8Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam with specified thickness, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 | |||||
| 9Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers - Mixing by mechanical means | |||||
| 10Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.- Mixing by mechanical means | |||||
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