Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC 16 PERUNAL KOIL STREET VEMBEDU VILLAGE AMBUR POST PIN 635701 THENI TAMIL NADU | TIRUPATHUR | TAMIL NADU | 635701 | ₹2.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.4 Cr+₹5.8 L (2.52%)Rejected-Finance | ₹2.4 Cr+₹5.8 L (2.52%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | THILLAI NATARAJA ROAD CONSTRUCTIONS P LTD L2 | AADVIK AND ASSOCIATES 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 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 at the site, etc., complete complying with standard specification and as directed by the departmental
Up to 2.40 M depth | 440 | M3 | 380 ₹1,67,200 | 376.75 ₹1,65,770 Lowest |
| 2.00 | Earth work open excavation by manual 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 and as direct-ed by the departmental officers. | 22 | M3 | 125 ₹2,750 | 121 ₹2,662 Lowest |
| 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. | 29 | M3 | 140 ₹4,060 Lowest | 1,307.1 ₹37,905.9 |
| 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 mechanical means | 30 | M3 | 5,620 ₹1,68,600 | 5,615 ₹1,68,450 Lowest |
| 5.00Providing and laying in position, Standardised Concrete Mix M-25 Grade by insitu machine mix concrete adopting weighing batch method in accordance 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 350 kglm3 and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, 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 aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). | |||||
| 6.00 | 1.5m to 4.5m below GL | 68 | M3 | 8,620 ₹5,86,160 | 8,610.3 ₹5,85,500.4 Lowest |
| 7.00 | Upto 1.5m below GL | 18 | M3 | 8,770 ₹1,57,860 | 8,765.5 ₹1,57,779 Lowest |
| 8.00 | Upto 4.5 m above GL | 24 | M3 | 9,080 ₹2,17,920 | 9,071.2 ₹2,17,708.8 Lowest |
| 9.00 | 4.50m to 9.00 m above GL | 24 | M3 | 9,380 ₹2,25,120 | 9,376.9 ₹2,25,045.6 Lowest |
| 10.00 | 9.00 m to 13.5 m above GL | 25 | M3 | 9,690 ₹2,42,250 | 9,682.6 ₹2,42,065 Lowest |
Tender Value
₹2.5 Cr
EMD Value
₹2.5 L
Closing Date
16 Mar 2026, 3:00 pmClosed
The Commissioner
MUthurangan Street,tcmc
Construction of Overhead Tank (OHT) 5.00 LL capacity 16M Staging Height at Thirupoorkumaran Park and Providing distribution Main Line Venkatesan Street,Raja Iyer Street,School Street,Kannan Street,eswaran Koil Street,Muthalamman Street at Ward No.
2026_DMA_674715_1
209/2025/E1/Z5
Open Tender
Civil Works
Works
Tambaram City Municipal Corporation Zone 5
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹2.5 L
18 Jul 2026
14 Mar 2026
16 Mar 2026
14 Mar 2026
16 Mar 2026
14 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 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 at the site, etc., complete complying with standard specification and as directed by the departmental
Up to 2.40 M depth | 440 | M3 | - | - |
| 2 | Earth work open excavation by manual 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 and as direct-ed by the departmental officers. | 22 | M3 | - | - |
| 3 | 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. | 29 | M3 | - | - |
| 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 mechanical means | 30 | M3 | - | - |
| 5 | Providing and laying in position, Standardised Concrete Mix M-25 Grade by insitu
machine mix concrete adopting weighing batch method in accordance 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 350 kglm3 and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, 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 aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). | - | - | - | - |
| 6 | 1.5m to 4.5m below GL | 68 | M3 | - | - |
| 7 | Upto 1.5m below GL | 18 | M3 | - | - |
| 8 | Upto 4.5 m above GL | 24 | M3 | - | - |
| 9 | 4.50m to 9.00 m above GL | 24 | M3 | - | - |
| 10 | 9.00 m to 13.5 m above GL | 25 | M3 | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.75 MB
1.pdf
Tender Documents • 0.77 MB
BOQ_810935.xls
BOQ • 0.35 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .