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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.1 CrAccepted-AOC NO 139 2ND FLOOR A K TOWERS VELACHERRY ROAD LITTLE MOUND SAIDAPET CHENNAI 600 015 | CHENNAI | CHENNAI | TAMIL NADU | 600015 | ₹16.1 Cr Quoted ₹16.4 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹16.7 CrRejected-AOC | ₹16.7 Cr | L2 | Rejected-AOC Rejected |
| 3 | l3₹16.9 CrRejected-AOC NO 39 3RD KOVALAN STREET TEACHERS COLONY ERODE 638011 | ERODE | TAMIL NADU | 638011 | ₹16.9 Cr | l3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | KONGU CONSTRUCTION AND CONTRACTORS L3 | JRT CONSTRUCTIONS L1 | P P INFRA THENI L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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.- 2.40m-3.30M Footing Depth.
Data worked out for 48 m3 per day/8 hrs. | 4,547 | cum | 383 ₹17,41,501 | 370 ₹16,82,390 Lowest | 378 ₹17,18,766 |
| 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.- 2.40m-3.30M Footing Depth.
Data worked out for 48 m3 per day/8 hrs. | 765 | cum | 518 ₹3,96,270 | 501 ₹3,83,265 Lowest | 511 ₹3,90,915 |
| 3.00 | 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 | 469 | cum | 208 ₹97,552 | 201 ₹94,269 Lowest | 205 ₹96,145 |
| 4.00 | Providing Anti – termite treatment to soil adjacent and under building foundation, plinth periphery of the building by application of chemicals of IS 6313 part I to IV in stage to suit the progress of work consist as per the detailed specification as below (Measurements taken for the plinth area for the purpose of payment) including braking of termite mounds, making holes with crow bar, closing the holes after the treatment and including cost of chemicals, labour charges, transport & storing etc., complete and as directed by the departmental officers.(The chemical should be got approved by Executive Engineer before use on work).
Stage -1 : Spraying Anti –termite chemical solution for the foundation before laying concrete, in bottom and sides of foundation.
Stage-2 : Spraying Anti –termite chemical solution to the grade beam level, spraying has to done for to grade beam brick masonry contact with the back fill earth.
Stage-3 : Spraying Anti –termite chemical solution on the sand for the flooring before laying the flooring concrete. This treatment has to be carried out and sand filling by making holes with crow bar to a depth of 60cms and at 60cms intervals on both direction and at junction of wall and flooring throughout.
Stage -4 : Spraying Anti –termite chemical solution alround building outside by making holes with crow bar before laying plinth protection and the holes to be close after the treatment. etc., complete complying with standard specification and as directed by the departmental officer. | 1,751 | sqm | 152 ₹2,66,152 | 147 ₹2,57,397 Lowest | 150 ₹2,62,650 |
| 5.00 | Supplying and filling in foundation and basement, etc with Sand Gravel mix in ratio of 1:1 in layers of not more than 15 cm thick thoroughly mixed, well watered, rammed and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 461 | cum | 1,063 ₹4,90,043 | 1,028 ₹4,73,908 Lowest | 1,048 ₹4,83,128 |
| 6.00 | 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. | 745 | cum | 165 ₹1,22,925 | 159 ₹1,18,455 Lowest | 162 ₹1,20,690 |
| 7.00 | Supplying and filling in foundation, basement with Conveyed earth in layers of not more than 15 cm thick with well watered rammed and consolidated etc.complete complying with standard specification and as directed by the departmental officers. | 1,702 | cum | 390 ₹6,63,780 | 377 ₹6,41,654 Lowest | 385 ₹6,55,270 |
| 8.00 | Supplying and filling in foundation and basement with filling M sand in layers of 15cm thick, well rammed and consolidated including watering complying with standard specification and as directed by the departmental officer. | 278 | cum | 1,990 ₹5,53,220 | 1,924 ₹5,34,872 Lowest | 1,962 ₹5,45,436 |
| 9.00Supplying and filling of following size HBGS metal in dispersion trench around the stoneware pipe or in the leach pit or rain water harvesting pit or soak pit to the required thickness complete complying with standard specification and as directed by the departmental officers. (The rate including cost of metal filling etc. complete complying with standard specification.. | ||||||
| 9.01 | 40mm metal | 37 | cum | 1,754 ₹64,898 | 1,695 ₹62,715 Lowest | 1,729 ₹63,973 |
Tender Value
₹16.1 Cr
EMD Value
₹8.1 L
Closing Date
12 Feb 2026, 3:00 pmClosed
Chief Engineer
Office of Chief Engineer, PWD Projects, Chepauk, Chennai 600 005
Construction of Permanent Building for Government Arts and Science College at Natham in Dindigul District.
2026_HE_652253_1
Natham_2026
Open Tender
Civil Works
Lump-sum
Natham
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹8.1 L
Yes
9 Mar 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
12 Feb 2026
6 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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.- 2.40m-3.30M Footing Depth. Data worked out for 48 m3 per day/8 hrs. | |||||
| 2Earth 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.- 2.40m-3.30M Footing Depth. Data worked out for 48 m3 per day/8 hrs. | |||||
| 3Earth 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 | |||||
| 4Providing Anti – termite treatment to soil adjacent and under building foundation, plinth periphery of the building by application of chemicals of IS 6313 part I to IV in stage to suit the progress of work consist as per the detailed specification as below (Measurements taken for the plinth area for the purpose of payment) including braking of termite mounds, making holes with crow bar, closing the holes after the treatment and including cost of chemicals, labour charges, transport & storing etc., complete and as directed by the departmental officers.(The chemical should be got approved by Executive Engineer before use on work). Stage -1 : Spraying Anti –termite chemical solution for the foundation before laying concrete, in bottom and sides of foundation. Stage-2 : Spraying Anti –termite chemical solution to the grade beam level, spraying has to done for to grade beam brick masonry contact with the back fill earth. Stage-3 : Spraying Anti –termite chemical solution on the sand for the flooring before laying the flooring concrete. This treatment has to be carried out and sand filling by making holes with crow bar to a depth of 60cms and at 60cms intervals on both direction and at junction of wall and flooring throughout. Stage -4 : Spraying Anti –termite chemical solution alround building outside by making holes with crow bar before laying plinth protection and the holes to be close after the treatment. etc., complete complying with standard specification and as directed by the departmental officer. | |||||
| 5Supplying and filling in foundation and basement, etc with Sand Gravel mix in ratio of 1:1 in layers of not more than 15 cm thick thoroughly mixed, well watered, rammed and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | |||||
| 6Refilling 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. | |||||
| 7Supplying and filling in foundation, basement with Conveyed earth in layers of not more than 15 cm thick with well watered rammed and consolidated etc.complete complying with standard specification and as directed by the departmental officers. | |||||
| 8Supplying and filling in foundation and basement with filling M sand in layers of 15cm thick, well rammed and consolidated including watering complying with standard specification and as directed by the departmental officer. | |||||
| 9Supplying and filling of following size HBGS metal in dispersion trench around the stoneware pipe or in the leach pit or rain water harvesting pit or soak pit to the required thickness complete complying with standard specification and as directed by the departmental officers. (The rate including cost of metal filling etc. complete complying with standard specification.. | |||||
| 9.01 | 40mm metal | - | cum | - | - |
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