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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹7.5 L+₹66,873 (9.77%)Rejected-Finance | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | ANBURAJA L1 | R.Sathish & Co L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling and clearing away and carefully stacking materials and and useful for re-use for any thickness for Floor finish and dadooing walls in cement mortar with mosaic tiles / glazed tiles / cuddapah slabs etc., complete complying with Standard specification. | 3.6 | Cu.m | 57.03 ₹205.31 Lowest | 65 ₹234 |
| 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 nec essary 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 | 13.2 | Cu.m | 315.97 ₹4,170.8 | 260 ₹3,432 Lowest |
| 3.00 | Earth work open excavation by mechanical l means 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 excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification | 2.8 | Cu.m | 171.33 ₹479.72 | 75 ₹210 Lowest |
| 4.00 | Supplying and filling in foundation, basement, etc with filling 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.. | 9.9 | Cu.m | 412.92 ₹4,087.91 Lowest | 2,200 ₹21,780 |
| 5.00 | 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 | 4 | Cu.m | 4,827.91 ₹19,311.64 Lowest | 5,500 ₹22,000 |
| 6.00 | 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 FLOORING 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 | 6.61 | Cu.m | 4,827.91 ₹31,912.49 Lowest | 5,500 ₹36,355 |
| 7.00Brick work in Cement Mortar 1:5 (one cement and Five Msand) using best quality II class table moulded chamber burnt bricks of size 9" x 4-3/8" x 2-3/4" with a class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification. Brickwork shall be done adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | |||||
| 7.01 | For Foundation and Basement | 6.1 | Cu.m | 6,493.25 ₹39,608.83 Lowest | 7,500 ₹45,750 |
| 7.02 | For Supersturcute in Ground floor | 0.55 | Cu.m | 6,574.02 ₹3,615.71 Lowest | 7,700 ₹4,235 |
| 8.00Brick work in Cement Mortar 1:3 (one cement and Three Msand) using best quality II class table moulded chamber burnt bricks of size 9" x 4-3/8" x 2-3/4" with a class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification. Brickwork shall be done adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | |||||
Tender Value
₹8.0 L
EMD Value
₹7,960
Closing Date
16 Sept 2026, 3:00 pmClosed
EE PWD Kallakurichi
EE PWD Kallakurichi
Special repairs to the VP room and Two Wheeler Shed for Faculty block in Government Medical College and Hospital at Siruvangur in Kallakurichi District
2026_PWD_699072_1
4TN-2/26-27/F1/Dt.28.08.2026
Open Tender
Civil Works - Buildings
Lump-sum
Kallakurichi
Please refer tender doucement
7 documents required · 7 mandatory
₹0
₹7,960
23 Sept 2026
31 Aug 2026
16 Sept 2026
1 Sept 2026
16 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling and clearing away and carefully stacking materials and and useful for re-use for any thickness for Floor finish and dadooing walls in cement mortar with mosaic tiles / glazed tiles / cuddapah slabs etc., complete complying with Standard specification. | 3.6 | Cu.m | - | - |
| 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 nec essary 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 | 13.2 | Cu.m | - | - |
| 3 | Earth work open excavation by mechanical l means 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 excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification | 2.8 | Cu.m | - | - |
| 4 | Supplying and filling in foundation, basement, etc with filling 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.. | 9.9 | Cu.m | - | - |
| 5 | 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 | 4 | Cu.m | - | - |
| 6 | 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 FLOORING 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 | 6.61 | Cu.m | - | - |
| 7Brick work in Cement Mortar 1:5 (one cement and Five Msand) using best quality II class table moulded chamber burnt bricks of size 9" x 4-3/8" x 2-3/4" with a class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification. Brickwork shall be done adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | |||||
| 7.01 | For Foundation and Basement | 6.1 | Cu.m | - | - |
| 7.02 | For Supersturcute in Ground floor | 0.55 | Cu.m | - | - |
| 8Brick work in Cement Mortar 1:3 (one cement and Three Msand) using best quality II class table moulded chamber burnt bricks of size 9" x 4-3/8" x 2-3/4" with a class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification. Brickwork shall be done adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | |||||
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