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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹220.4 CrAdmitted-Finance PLAT NO 943 54TH STREET T V S COLONY ANNANAGAR WEST EXTENSION CHENNAI PIN 600 101 | CHENNAI | CHENNAI | TAMIL NADU | 600101 | L1 | Admitted-Finance | |
| 2 | L2₹193.8 Cr−₹26.5 Cr (12.0%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹239.3 Cr+₹19.0 Cr (8.60%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ECO PROTECTION ENGINEERS PVT LTD L1 | Subaya Constructions Company Limited L2 | HNB ENGINEERS PVT.LTD. L3 |
|---|---|---|---|---|---|---|
| 1.00Earth work open well excavation with lead upto 10 m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and earth mixed with small size of boulders and gravelly soil as directed by the Engineer.-1 cu.m | ||||||
| 1.10 | First depth of 2 m | 562 | cum | 203 ₹1,14,086 | 775 ₹4,35,550 | 175 ₹98,350 Lowest |
| 1.20 | Second depth of 2 To 4m | 562 | cum | 405 ₹2,27,610 | 1,300 ₹7,30,600 | 350 ₹1,96,700 Lowest |
| 1.30 | Third depth 4m to 6m | 562 | cum | 608 ₹3,41,696 | 2,000 ₹11,24,000 | 500 ₹2,81,000 Lowest |
| 1.40 | Fourth depth of 6 To 8m | 495 | cum | 811 ₹4,01,445 | 2,500 ₹12,37,500 | 675 ₹3,34,125 Lowest |
| 2.00Plain 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 | ||||||
| 2.10 | From 4.5m to 9 m below G.L | 38 | cum | 8,608 ₹3,27,104 | 6,500 ₹2,47,000 Lowest | 8,600 ₹3,26,800 |
| 3.00Providing and laying in position, Standardised Concrete Mix M-30 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 400 kg/m3 and maximum water cement ratio of 0.45, 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).SULPHATE RESISTANT CEMENT | ||||||
| 3.10 | Above G.L and Below G.L | 407.3 | cum | 11,082 ₹45,13,698.6 | 8,400 ₹34,21,320 Lowest | 11,075 ₹45,10,847.5 |
| 4.00Below GL | ||||||
Tender Value
₹191.5 Cr
EMD Value
₹1.9 Cr
Closing Date
31 Oct 2025, 3:00 pmClosed
THE COMMISSIONER
MANGADU MUNICIPALITY
Providing Underground Sewarage System in Mangadu Municipality
2025_MAWS_589498_1
3141/2025/E1
Open Tender
Civil Works
Item Rate
1095 days
MANGADU MUNICIPALITY
Please refer Tender documents.
6 documents required · 6 mandatory
₹25,000
₹1.9 Cr
THIRUVERKADU MUNICIPALITY
5 Feb 2026
6 Aug 2025
31 Oct 2025
6 Aug 2025
31 Oct 2025
6 Aug 2025
21 Aug 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work open well excavation with lead upto 10 m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and earth mixed with small size of boulders and gravelly soil as directed by the Engineer.-1 cu.m | |||||
| 1.1 | First depth of 2 m | 562 | cum | - | - |
| 1.2 | Second depth of 2 To 4m | 562 | cum | - | - |
| 1.3 | Third depth 4m to 6m | 562 | cum | - | - |
| 1.4 | Fourth depth of 6 To 8m | 495 | cum | - | - |
| 2Plain 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 | |||||
| 2.1 | From 4.5m to 9 m below G.L | 38 | cum | - | - |
| 3Providing and laying in position, Standardised Concrete Mix M-30 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 400 kg/m3 and maximum water cement ratio of 0.45, 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).SULPHATE RESISTANT CEMENT | |||||
| 3.1 | Above G.L and Below G.L | 407.3 | cum | - | - |
| 4Below GL | |||||
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