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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 CrAccepted-AOC 121 THIRUMURUGAN NAGAR VEERIYAMPALAYAM ROAD KALAPATTY POST COIMBATORE 641048 | COIMBATORE | TAMIL NADU | 641048 | L1 | Accepted-AOC L1 accepted | |
| 2 | L2₹11.9 Cr+₹18.1 L (1.55%)Rejected-Finance NO 143 1 ARTHI NAGAR 2ND STREET NARASOTHIPETTAI KURANGUSAVADI SELAM 636 304 | SALEM | TAMIL NADU | 636304 | L2 | Rejected-Finance Rejected | |
| 3 | L3₹12.0 Cr+₹29.2 L (2.50%)Rejected-Finance 4 6 1 KALABAIRAVANKADU AYAKKARANBULAM II VEDHARANYAM TALUK NAGAPATTINAM DISTRICT 614707 | AYAKKARANBULAM | NAGAPATTINAM | TAMIL NADU | 614707 | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | SRI EZHUMALAIYANCONSTRUCTION L3 | RSK CONSTRUCTION AND PROJECTS L1 | SRI VARI CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|
| 1.00Earth 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. | ||||||
| 1.01 | Upto 2.40m depth | 2,089 | Cu.m | 390 ₹8,14,710 | 300 ₹6,26,700 Lowest | 310 ₹6,47,590 |
| 2.00 | 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. | 265 | Cu.m | 110 ₹29,150 | 100 ₹26,500 Lowest | 105 ₹27,825 |
| 3.00 | Supplying and filling in foundation, basement, etc with filling Crushed Stone sand 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. | 380 | Cu.m | 2,060 ₹7,82,800 | 2,000 ₹7,60,000 Lowest | 2,050 ₹7,79,000 |
| 4.00 | 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. | 572 | Cu.m | 490 ₹2,80,280 | 500 ₹2,86,000 | 480 ₹2,74,560 Lowest |
| 5.00 | 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. | 483 | Cu.m | 170 ₹82,110 | 150 ₹72,450 Lowest | 160 ₹77,280 |
| 6.00 | Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) as per MORT&H Rev. V Specifications No. 111,112,406,900 | 947 | Cu.m | 2,460 ₹23,29,620 | 2,100 ₹19,88,700 Lowest | 2,150 ₹20,36,050 |
| 7.00 | 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 manual means | 287 | Cu.m | 5,900 ₹16,93,300 | 5,700 ₹16,35,900 Lowest | 5,800 ₹16,64,600 |
| 8.00Brick work in Cement Mortar 1:3, ( One Cement and Three M-Sand) using best quality Fly ash bricks of size 23x11x7cm for foundation and basement including curing etc.,complete complying with standard specification. In Cement Mortar 1:5 | ||||||
| 8.01 | For foundation & basement | 31 | Cu.m | 8,300 ₹2,57,300 | 8,000 ₹2,48,000 Lowest | 8,100 ₹2,51,100 |
Tender Value
₹11.1 Cr
EMD Value
₹5.7 L
Closing Date
4 Nov 2025, 3:00 pmClosed
Superintending Engineer PWD
Office of the Superintending Engineer PWD Buildings Construction and Maintenance Circle 2, Chepauk Chennai 5
Construction of Classrooms, Administration Block and Compound Wall in Government College of Architecture and Sculpture at Mamallapuram in Chengalpattu District.
2025_PWD_619261_1
TNPWD/32 BCM/2025-26
Open Tender
Construction Works
Lump-sum
Mamallapuram
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹5.7 L
17 Mar 2026
31 Oct 2025
4 Nov 2025
31 Oct 2025
4 Nov 2025
31 Oct 2025
| 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.- Upto 2.40m Footing Depth. Data worked out for 48 m3 per day/8 hrs. | |||||
| 1.01 | Upto 2.40m depth | 2,089 | Cu.m | - | - |
| 2 | 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. | 265 | Cu.m | - | - |
| 3 | Supplying and filling in foundation, basement, etc with filling Crushed Stone sand 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. | 380 | Cu.m | - | - |
| 4 | 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. | 572 | Cu.m | - | - |
| 5 | 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. | 483 | Cu.m | - | - |
| 6 | Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) as per MORT&H Rev. V Specifications No. 111,112,406,900 | 947 | Cu.m | - | - |
| 7 | 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 manual means | 287 | Cu.m | - | - |
| 8Brick work in Cement Mortar 1:3, ( One Cement and Three M-Sand) using best quality Fly ash bricks of size 23x11x7cm for foundation and basement including curing etc.,complete complying with standard specification. In Cement Mortar 1:5 | |||||
| 8.01 | For foundation & basement | 31 | Cu.m | - | - |
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