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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.0 CrAccepted-AOC | 1 | Accepted-AOC Bidder Quoted Less Than Estimate Value | |
| 2 | Rejected-Technical | - | Rejected-Technical Technically Not Responsive |
| Sl No | Description | Qty | Unit | EVERLASTING CONSTRUCTIONS L1 |
|---|---|---|---|---|
| 1.00 | Earthwork 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 placess hown by the departmental officers with an initial lead of 10mts 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. | 18 | M³ | 249.36 ₹4,488.48 Lowest |
| 2.00 | Cement Concrete 1:5:10 (One Cement,Five crushed stone sand and Ten hard broken stone jelly) using 40mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15cm thick well rammed, consolidated and including curingetc.complete complying with standard specification and as directed by the departmental officers-Mixing by mechanical means | 1 | M³ | 5,541 ₹5,541 Lowest |
| 3.00Providing and laying in position,Standardised Concrete Mix M-30 Grade by insitumachine mix concrete adopting weighing batch method inaccordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400kg/m3 and maximum water cement ratio of0.45, including admixture (plasticiser/superplasticiser) inrecommended proportions as per IS:9103 to accelerate, retard setting of concrete,improve work ability withou timpairing strength andd urability with about (5.0Cu.m)7730kg.of20mm machine crushed stone jelly and with about (3.3Cu.m)5156kg.of10-12mm machine crushed stone jelly and with about (4.79cu.m’)7670kg.of crushed stones and,but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing,etc.and providing fixtures like fan clamps in the RCC floor/roof slabs wherever necessary without claiming extra,etc.,complete complying with standard specification and as directed by the departmental officers.The coarse and fine aggregate stobe used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). | ||||
| 3.01 | Below GL | 0.2 | M³ | 8,803 ₹1,760.6 Lowest |
| 3.02 | 4.50m above GL | 0.2 | M³ | 8,952 ₹1,790.4 Lowest |
| 3.03 | 4.50m to 7.32m above GL | 0.2 | M³ | 9,243 ₹1,848.6 Lowest |
| 3.04 | 7.32m to 10.98m above GL | 6 | M³ | 9,535 ₹57,210 Lowest |
| 3.05 | 10.98m to 14.64m above GL | 37.5 | M³ | 9,827 ₹3,68,512.5 Lowest |
| 3.06 | 14.64m to 18.30m above GL | 217 | M³ | 10,119 ₹21,95,823 Lowest |
| 3.07 | 18.30m to 21.96m above GL | 108 | M³ | 10,410 ₹11,24,280 Lowest |
Tender Value
₹2 Cr
EMD Value
₹4 L
Closing Date
25 Feb 2026, 3:00 pmClosed
Commissioner
Tiruppur City Municipal Corporation
Construction of 10.00 Lakhs Litres Capacity Over Head Water Tank (16.00M Head) at Thai Moogambigai Colony in Ward No25
2026_MAWS_654848_1
E1/5846/2025
Open Tender
Civil Works
Works
180 days
Tirppur City Municipal Corporation
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹4 L
Tiruppur City Municipal Corporation
6 Oct 2026
11 Feb 2026
25 Feb 2026
11 Feb 2026
25 Feb 2026
11 Feb 2026
17 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork 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 placess hown by the departmental officers with an initial lead of 10mts 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. | 18 | M³ | - | - |
| 2 | Cement Concrete 1:5:10 (One Cement,Five crushed stone sand and Ten hard broken stone jelly) using 40mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15cm thick well rammed, consolidated and including curingetc.complete complying with standard specification and as directed by the departmental officers-Mixing by mechanical means | 1 | M³ | - | - |
| 3Providing and laying in position,Standardised Concrete Mix M-30 Grade by insitumachine mix concrete adopting weighing batch method inaccordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400kg/m3 and maximum water cement ratio of0.45, including admixture (plasticiser/superplasticiser) inrecommended proportions as per IS:9103 to accelerate, retard setting of concrete,improve work ability withou timpairing strength andd urability with about (5.0Cu.m)7730kg.of20mm machine crushed stone jelly and with about (3.3Cu.m)5156kg.of10-12mm machine crushed stone jelly and with about (4.79cu.m’)7670kg.of crushed stones and,but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing,etc.and providing fixtures like fan clamps in the RCC floor/roof slabs wherever necessary without claiming extra,etc.,complete complying with standard specification and as directed by the departmental officers.The coarse and fine aggregate stobe used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). | |||||
| 3.01 | Below GL | 0.2 | M³ | - | - |
| 3.02 | 4.50m above GL | 0.2 | M³ | - | - |
| 3.03 | 4.50m to 7.32m above GL | 0.2 | M³ | - | - |
| 3.04 | 7.32m to 10.98m above GL | 6 | M³ | - | - |
| 3.05 | 10.98m to 14.64m above GL | 37.5 | M³ | - | - |
| 3.06 | 14.64m to 18.30m above GL | 217 | M³ | - | - |
| 3.07 | 18.30m to 21.96m above GL | 108 | M³ | - | - |
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