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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 CrAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹9.1 Cr+₹17.1 L (1.92%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹9.2 Cr+₹33.9 L (3.82%)Rejected-AOC 4 6 1 KALABAIRAVANKADU AYAKKARANBULAM II VEDHARANYAM TALUK NAGAPATTINAM DISTRICT 614707 | AYAKKARANBULAM | NAGAPATTINAM | TAMIL NADU | 614707 | L3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | SRI EZHUMALAIYANCONSTRUCTION L3 | R VENKATESAN L2 | VENKATESAN S L1 |
|---|---|---|---|---|---|---|
| 1.00 | Cleaning, the bushes, removing the debris, and disposing at the places shown by the departmental officers and leveling by using the JCB (the rate including fuel, hire charges etc., complete.) | 8 | Hrs | 855 ₹6,840 | 839 ₹6,712 | 823 ₹6,584 Lowest |
| 2.00 | 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. | 4,348.48 | cum | 396 ₹17,21,998.08 | 389 ₹16,91,558.72 | 381 ₹16,56,770.88 Lowest |
| 3.00 | 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.- for Footing Depth 2.40m to 3.3m | 592 | cum | 589 ₹3,48,688 | 579 ₹3,42,768 | 568 ₹3,36,256 Lowest |
| 4.00 | 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.
A). Upto 2.40m Depth.
Data worked out for 64 m3 per day/8 hrs | 20.94 | cum | 215 ₹4,502.1 | 211 ₹4,418.34 | 207 ₹4,334.58 Lowest |
| 5.00 | Supplying and filling in foundation, basement, etc with Sand Gravel mix in ratio of 1:3 in layers of not more than 15cm thick thoroughly mixed, well watered, rammed with surface vibrator and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 592 | cum | 1,882 ₹11,14,144 | 1,848 ₹10,94,016 | 1,813 ₹10,73,296 Lowest |
| 6.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 300 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller 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 | 248.5 | cum | 4,849 ₹12,04,976.5 | 4,760 ₹11,82,860 | 4,671 ₹11,60,743.5 Lowest |
| 7.00 | 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. | 389.42 | cum | 170 ₹66,201.4 | 167 ₹65,033.14 | 164 ₹63,864.88 Lowest |
| 8.00 | 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. | 636.34 | cum | 1,289 ₹8,20,242.26 | 1,266 ₹8,05,606.44 | 1,242 ₹7,90,334.28 Lowest |
| 9.00 | Supplying and Filling in foundation and basement and trenches with M-Sand in layers of not more than 15cm thick well rammed watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 323 | cum | 2,910 ₹9,39,930 | 2,856 ₹9,22,488 | 2,803 ₹9,05,369 Lowest |
| 10.00 | 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 | 282.28 | cum | 7,178 ₹20,26,205.84 | 7,046 ₹19,88,944.88 | 6,914 ₹19,51,683.92 Lowest |
Tender Value
₹8.5 Cr
EMD Value
₹4.3 L
Closing Date
8 Dec 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer
Office of Chief Engineer, Public Works Department, Projects, Chepauk, Chennai 05
Construction of New Govt Industrial Training Institute Building at Vandampalai in Nannilam Taluk of Thiruvarur District
2025_HE_625496_1
Vandampalai_2025
Open Tender
Civil Works - Buildings
Lump-sum
420 days
Vandampalai
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹4.3 L
Yes
7 Mar 2026
21 Nov 2025
9 Dec 2025
21 Nov 2025
8 Dec 2025
21 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cleaning, the bushes, removing the debris, and disposing at the places shown by the departmental officers and leveling by using the JCB (the rate including fuel, hire charges etc., complete.) | 8 | Hrs | - | - |
| 2 | 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. | 4,348.48 | cum | - | - |
| 3 | 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.- for Footing Depth 2.40m to 3.3m | 592 | cum | - | - |
| 4 | 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.
A). Upto 2.40m Depth.
Data worked out for 64 m3 per day/8 hrs | 20.94 | cum | - | - |
| 5 | Supplying and filling in foundation, basement, etc with Sand Gravel mix in ratio of 1:3 in layers of not more than 15cm thick thoroughly mixed, well watered, rammed with surface vibrator and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 592 | cum | - | - |
| 6 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 300 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller 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 | 248.5 | cum | - | - |
| 7 | 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. | 389.42 | cum | - | - |
| 8 | 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. | 636.34 | cum | - | - |
| 9 | Supplying and Filling in foundation and basement and trenches with M-Sand in layers of not more than 15cm thick well rammed watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 323 | cum | - | - |
| 10 | 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 | 282.28 | cum | - | - |
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