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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 CrAdmitted-Finance 5 5 313A S D LAYOUT TIRUPATHI ANDHRA PRADESH | TIRUPATHI | ANDHRA PRADESH | L1 | Admitted-Finance | |
| 2 | L2₹10.9 Cr+₹21.8 L (2.05%)Admitted-Finance PLAT NO 943 54TH STREET T V S COLONY ANNANAGAR WEST EXTENSION CHENNAI PIN 600 101 | CHENNAI | CHENNAI | TAMIL NADU | 600101 | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ECO PROTECTION ENGINEERS PVT LTD L2 | M/s Ujwala Infratech (India) Pvt Ltd L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cumFirst Depth 0 to 2 m below G.L | 511.43 | 1m3(one cubic metre) | 216.09 ₹1,10,514.91 | 211.75 ₹1,08,295.3 Lowest |
| 2.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cumSecond Depth 2 to 3 m below G.L | 78.25 | 1m3(one cubic metre) | 228.33 ₹17,866.82 | 223.75 ₹17,508.44 Lowest |
| 3.00 | Supplying,delivery and filling of M sand For foundation including leveing and consolidation in layers of 15 cm thick as per standard specification and as directed by Department Board officers | 15.47 | 1m3(one cubic metre) | 1,926.48 ₹29,802.65 | 1,887.81 ₹29,204.42 Lowest |
| 4.00 | Plain Cement concrete work 1:4:8 (1 cement, 4 Crushed Stone Sand (Commercially called M-Sand) and 8 blue granite broken stone jelly 40mm gauge) including consolidation curing, etc. complete for foundation, etc.
upto basementbelow GL | 550.04 | 1m3(one cubic metre) | 5,501.67 ₹30,26,138.57 | 5,391.22 ₹29,65,386.65 Lowest |
| 5.00 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 709.76 | 1m3(one cubic metre) | 6,944.88 ₹49,29,198.03 | 6,805.46 ₹48,30,243.29 Lowest |
| 6.00 | Providing and laying in position, Standardised Concrete Mix M-30 Grade 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 400 kg/mᶾ and maximum water cement ratio of 0.45, including admixture (plasticiser / super plasticiser) 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 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).below G.L. | 131.06 | 1m3(one cubic metre) | 9,229.83 ₹12,09,661.52 | 9,044.53 ₹11,85,376.1 Lowest |
| 7.00 | From 0 to 4.50 m Above GL | 69.55 | 1m3(one cubic metre) | 9,368.39 ₹6,51,571.52 | 9,180.31 ₹6,38,490.56 Lowest |
| 8.00 | 4.5m to 7.32m Above GL | 17.74 | 1m3(one cubic metre) | 9,641.35 ₹1,71,037.55 | 9,447.79 ₹1,67,603.79 Lowest |
| 9.00 | 7.32m to 10.98m above GL | 63.27 | 1m3(one cubic metre) | 9,914.3 ₹6,27,277.76 | 9,715.26 ₹6,14,684.5 Lowest |
| 10.00 | 10.98m to 14.64m above GL | 63.27 | 1m3(one cubic metre) | 10,187.26 ₹6,44,547.94 | 9,982.74 ₹6,31,607.96 Lowest |
Tender Value
₹13.5 Cr
EMD Value
₹13.5 L
Closing Date
12 Jun 2025, 3:00 pmClosed
Commissioenr Thirupathur Municipality
Thirupathur Municipality
Improvement of Water Supply System in Thirupathur Municipality
2025_MAWS_563819_1
9365/2025/P1-1
Open Tender
Civil Works - Water Works
Works
365 days
Thirupathur Municipality
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹13.5 L
17 Jun 2025
2 Jun 2025
12 Jun 2025
2 Jun 2025
12 Jun 2025
2 Jun 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cumFirst Depth 0 to 2 m below G.L | 511.43 | 1m3(one cubic metre) | - | - |
| 2 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cumSecond Depth 2 to 3 m below G.L | 78.25 | 1m3(one cubic metre) | - | - |
| 3 | Supplying,delivery and filling of M sand For foundation including leveing and consolidation in layers of 15 cm thick as per standard specification and as directed by Department Board officers | 15.47 | 1m3(one cubic metre) | - | - |
| 4 | Plain Cement concrete work 1:4:8 (1 cement, 4 Crushed Stone Sand (Commercially called M-Sand) and 8 blue granite broken stone jelly 40mm gauge) including consolidation curing, etc. complete for foundation, etc.
upto basementbelow GL | 550.04 | 1m3(one cubic metre) | - | - |
| 5 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 709.76 | 1m3(one cubic metre) | - | - |
| 6 | Providing and laying in position, Standardised Concrete Mix M-30 Grade 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 400 kg/mᶾ and maximum water cement ratio of 0.45, including admixture (plasticiser / super plasticiser) 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 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).below G.L. | 131.06 | 1m3(one cubic metre) | - | - |
| 7 | From 0 to 4.50 m Above GL | 69.55 | 1m3(one cubic metre) | - | - |
| 8 | 4.5m to 7.32m Above GL | 17.74 | 1m3(one cubic metre) | - | - |
| 9 | 7.32m to 10.98m above GL | 63.27 | 1m3(one cubic metre) | - | - |
| 10 | 10.98m to 14.64m above GL | 63.27 | 1m3(one cubic metre) | - | - |
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