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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-Finance | ₹1.2 Cr | L1 | Accepted-Finance L1 Accepted |
| 2 | L2₹1.3 CrRejected-Finance | ₹1.3 Cr | L2 | Rejected-Finance L2 Rejected |
| Sl No | Description | Qty | Unit | SRI RAM CONSTRUCTION L1 | D.S.P. CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling, clearing away and carefully stacking materials useful for Brick / stone masonry in lime mortar walls under 3m high etc.Complete | 13 | Cu.m | 271.89 ₹3,534.57 | 275 ₹3,575 |
| 2.00 | Earth work excavation for foundation by manual means for RR/Brick and Other step type footings for Load bearing structures 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 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 14 | Cu.m | 237.65 ₹3,327.10 | 240 ₹3,360 |
| 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. | 28.28 | Cu.m | 1,861.78 ₹52,651.14 | 1,865 ₹52,742.20 |
| 4.00 | Supply and filling in foundation and basement with Stone Dust 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. | 10.5 | Cu.m | 441.14 ₹4,631.97 | 445 ₹4,672.50 |
| 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. | 7.5 | Cu.m | 157.79 ₹1,183.43 | 160 ₹1,200 |
| 6.00Brick work in Cement Mortar1:5(One Cement and five M-sand) using new II class ground moulded chamber burnt bricks of size 9" x 4-3/8" x 2-3/4" in including neat finishing , curing etc., complete complying with standard specifiction.(Masonry projection wherever necessary for obtaining required elevation shall be done without any extra cost) | |||||
| 6.01 | Foundation and basement | 15.89 | Cu.m | 7,515 ₹1.2 L | 7,511 ₹1.2 L |
| 6.02 | In Ground floor | 6 | Cu.m | 7,612.43 ₹45,674.58 | 7,650 ₹45,900 |
| 6.03 | In First floor | 26.96 | Cu.m | 7,818.55 ₹2.1 L | 7,850 ₹2.1 L |
| 7.00 | Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. | 364.96 | Sq.m | 288.09 ₹1.1 L | 295 ₹1.1 L |
Tender Value
Refer Docs
EMD Value
₹70,300
Closing Date
9 Apr 2026, 3:00 pmClosed
Superintending Engineer PWD
Office of the Superintending Engineer PWD Buildings Construction and Maintenance Circle 2, Chepauk Chennai 5
Providing Temporary Barricading arrangements to Counting Centres of Chengalpattu and Thiruporur Assembly Constituencies for General Elections to Tamil Nadu Legislative Assembly 2026 at Integrated Training Centre for Social Empowerment (Training
2026_PWD_675540_1
TNPWD/62-4 BCM/2025-26
Open Tender
Civil Works
Athur
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹70,300
9 Apr 2026
6 Apr 2026
9 Apr 2026
6 Apr 2026
9 Apr 2026
6 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Dismantling, clearing away and carefully stacking materials useful for Brick / stone masonry in lime mortar walls under 3m high etc.Complete | ||||||
| 2Earth work excavation for foundation by manual means for RR/Brick and Other step type footings for Load bearing structures 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 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | ||||||
| 3Supplying 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. | ||||||
| 4Supply and filling in foundation and basement with Stone Dust 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. | ||||||
| 5Refilling 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. | ||||||
| 6Brick work in Cement Mortar1:5(One Cement and five M-sand) using new II class ground moulded chamber burnt bricks of size 9" x 4-3/8" x 2-3/4" in including neat finishing , curing etc., complete complying with standard specifiction.(Masonry projection wherever necessary for obtaining required elevation shall be done without any extra cost) | ||||||
| 6.01 | Foundation and basement | - | Cu.m | - | - | item code/7 |
| 6.02 | In Ground floor | - | Cu.m | - | - | item code/8 |
| 6.03 | In First floor | - | Cu.m | - | - | item code/9 |
| 7Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. | ||||||
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