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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC THARAMANGALAM OMALUR T K SALEM | SALEM | TAMIL NADU | 621011 | ₹1.8 Cr Quoted ₹1.9 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.9 Cr+₹4.0 L (2.14%)Rejected-AOC PLOT NO 13 II ND CROSS STREET RAMESH NAGAR VALASARAVAKKAM CHENNAI 600 087 | CHENNAI | CHENNAI | TAMIL NADU | 600087 | ₹1.9 Cr+₹4.0 L (2.14%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹2.0 Cr+₹8.2 L (4.34%)Rejected-AOC | ₹2.0 Cr+₹8.2 L (4.34%) | L3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | I.S AND CO L1 | KKS and Co L3 | K S Construction 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.- Upto 2.40m Footing Depth. | 361 | Cu.m | 378 ₹1,36,458 Lowest | 394 ₹1,42,234 | 386 ₹1,39,346 |
| 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. | 81 | Cu.m | 204 ₹16,524 Lowest | 213 ₹17,253 | 208 ₹16,848 |
| 3.00 | 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 | 26 | Cu.m | 5,606 ₹1,45,756 Lowest | 5,848 ₹1,52,048 | 5,724 ₹1,48,824 |
| 4.00 | 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. | 39 | Cu.m | 1,920 ₹74,880 Lowest | 2,003 ₹78,117 | 1,960 ₹76,440 |
| 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. | 130 | Cu.m | 162 ₹21,060 Lowest | 169 ₹21,970 | 166 ₹21,580 |
| 6.00 | Supply and filling in foundation and basement with Gravel with a lead of 0-5 km 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. | 78 | Cu.m | 506 ₹39,468 Lowest | 528 ₹41,184 | 517 ₹40,326 |
| 7.00 | Brick work in Cement Mortar 1:5 (One Cement and Five 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 foundation and basement 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. | 69 | Cu.m | 7,808 ₹5,38,752 Lowest | 8,146 ₹5,62,074 | 7,973 ₹5,50,137 |
| 8.00Brick work in Cement Mortar 1:6 (One Cement and six 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 the 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. | ||||||
| 8.01 | For Superstructure in Ground Floor - Upto 4.50 meter height | 66 | Cu.m | 7,829 ₹5,16,714 Lowest | 8,168 ₹5,39,088 | 7,995 ₹5,27,670 |
| 8.02 | For Superstructure in First Floor - Upto 4.50 meter height | 45 | Cu.m | 8,024 ₹3,61,080 Lowest | 8,371 ₹3,76,695 | 8,193 ₹3,68,685 |
Tender Value
Refer Docs
EMD Value
₹1.0 L
Closing Date
23 Sept 2025, 3:00 pmClosed
SUPERINTENDING ENGINEER
SUPERINTENDING ENGINEER, PWD, BUILDINGS CONSTRUCTION AND MAINTENANCE CIRCLE, COIMBATORE
Construction of New Sub Registrar office Building with Modern Facilities at Mulanur of Dharapuram Taluk in Tiruppur District
2025_PWD_600608_1
34BCMCBE26082025(3)
Open Tender
Civil Works - Buildings
Lump-sum
Mulanur
Please refer Tender Documents
6 documents required · 6 mandatory
₹0
₹1.0 L
20 Nov 2025
4 Sept 2025
23 Sept 2025
4 Sept 2025
23 Sept 2025
4 Sept 2025
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