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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.3 CrAccepted-AOC | ₹33.3 Cr | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹34.3 Cr+₹1.0 Cr (3.04%)Rejected-AOC | ₹34.3 Cr+₹1.0 Cr (3.04%) | L2 | Rejected-AOC REJECTED |
| 3 | L3₹35.2 Cr+₹2.0 Cr (5.98%)Rejected-AOC 5 217 D1 TEACHERS COLONY MOHANUR ROAD NAMAKKAL 637001 | NAMAKKAL | TAMIL NADU | 637001 | ₹35.2 Cr+₹2.0 Cr (5.98%) | L3 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | ABIRAMI ENGINEERING CONSTRUCTION AND CO L3 | SRI VENKATESHWAR ENGINEERING CONTRACTORS L2 | A & A BUILDERS AND PROMOTERS L1 |
|---|---|---|---|---|---|---|
| 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.- Upto 2.40m Footing Depth. | 4,505 | Cu.m | 390 ₹17,56,950 | 380 ₹17,11,900 | 350 ₹15,76,750 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.- For 2.40m to 3.30m Footing Depth. | 1,060 | Cu.m | 580 ₹6,14,800 | 560 ₹5,93,600 | 550 ₹5,83,000 Lowest |
| 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.- Upto 2.40m Depth | 550 | Cu.m | 210 ₹1,15,500 | 200 ₹1,10,000 Lowest | 220 ₹1,21,000 |
| 4.00 | 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 | 250 | Cu.m | 5,900 ₹14,75,000 | 5,730 ₹14,32,500 Lowest | 6,000 ₹15,00,000 |
| 5.00 | Supplying and filling in foundation and basement 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. | 285 | Cu.m | 1,970 ₹5,61,450 | 1,910 ₹5,44,350 | 1,900 ₹5,41,500 Lowest |
| 6.00 | Supply and filling in foundation and basement with Gravel with a lead of 10km 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. | 415 | Cu.m | 600 ₹2,49,000 | 580 ₹2,40,700 Lowest | 600 ₹2,49,000 |
| 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. | 955 | Cu.m | 170 ₹1,62,350 Lowest | 170 ₹1,62,350 Lowest | 175 ₹1,67,125 |
| 8.00 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) - Mixing by manual means | 181 | Cu.m | 5,900 ₹10,67,900 | 5,730 ₹10,37,130 Lowest | 6,000 ₹10,86,000 |
| 9.00Brick work in Cement Mortar 1:3 (One Cement and Three Crushed stone sand) using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for following including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge. | ||||||
| 9.01 | For Foundation and Basement | 89 | Cu.m | 8,420 ₹7,49,380 | 8,190 ₹7,28,910 | 8,000 ₹7,12,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹16.8 L
Closing Date
9 Mar 2026, 3:00 pmClosed
SUPERINTENDING ENGINEER
SUPERINTENDING ENGINEER PWD BUILDINGS C AND M CIRCLE COIMBATORE
Construction of Integrated Commercial Taxes Office Building at Tiruppur in Tiruppur District
2026_PWD_669968_1
87BCMCBE27022026
Open Tender
Civil Works - Buildings
Lump-sum
Tiruppur
Please refer Tender Documents
14 documents required · 14 mandatory
₹0
₹16.8 L
19 Jun 2026
4 Mar 2026
9 Mar 2026
4 Mar 2026
9 Mar 2026
4 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 4,505 | 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 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 2.40m to 3.30m Footing Depth. | 1,060 | Cu.m | - | - |
| 3 | 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.- Upto 2.40m Depth | 550 | Cu.m | - | - |
| 4 | 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 | 250 | Cu.m | - | - |
| 5 | Supplying and filling in foundation and basement 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. | 285 | Cu.m | - | - |
| 6 | Supply and filling in foundation and basement with Gravel with a lead of 10km 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. | 415 | Cu.m | - | - |
| 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. | 955 | Cu.m | - | - |
| 8 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) - Mixing by manual means | 181 | Cu.m | - | - |
| 9Brick work in Cement Mortar 1:3 (One Cement and Three Crushed stone sand) using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for following including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge. | |||||
| 9.01 | For Foundation and Basement | 89 | Cu.m | - | - |
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