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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹3.8 CrAdmitted-Finance | ₹3.8 Cr | H1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical NO 1 80 1ST FLOOR CHELLAMMAL PANDIYAN ILLAM 3RD STREET SATHYAVATHY NAGAR PADI NEAR BSNL CHENNAI 600044 | CHENGALPATTU | TAMIL NADU | 600044 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | VVV CONSTRUCTION PRIVATE LIMITED H1 |
|---|---|---|---|---|
| 1.00Excavation in hard stiff clay, stiff black cotton, hard red earth, shales, muram, gravel stoney earth and earth mixed with small size boulders as per SS 20B with initial lead of 10m and lift of 2.0m | ||||
| 1.10 | First depth (0m to 2.0m) | 132 | M3 | 211 ₹27,852 Lowest |
| 1.20 | second depth (2.00m -3.0m) | 63 | M3 | 232 ₹14,616 Lowest |
| 1.30 | third depth (3.00m -4.00m) | 63 | M3 | 256 ₹16,128 Lowest |
| 1.40 | Fourth depth (4.00m -5.00m) | 63 | M3 | 281 ₹17,703 Lowest |
| 1.50 | Fifth depth (5.00m -6.00m) | 26 | M3 | 309 ₹8,034 Lowest |
| 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 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. | 79 | M3 | 211 ₹16,669 Lowest |
| 3.00 | Removal of excess excavated earth from the site and dumping 5KM away from the location. | 730 | M3 | 111 ₹81,030 Lowest |
| 4.00 | 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 well rammed, watered and consolidated etc. complete complying with standard specification | 7,515 | M3 | 50 ₹3,75,750 Lowest |
| 5.00 | Cement Concrete (M -7.5)1:4:8 (One Cement, Four crushed stone sand and Eight 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 | 13 | M3 | 5,816 ₹75,608 Lowest |
Tender Value
₹4 Cr
EMD Value
₹4 L
Closing Date
22 Jun 2026, 3:00 pmClosed
COMMISSIONER
MELVISHARAM MUNICIPALITY
CONSTRUCTION OF COLLECTION WELL AND INTERCEPTION AND DIVERSION I AND D WORKS IN MELVISHARAM MUNICIPALITY
2026_MAWS_679838_1
376/2025/E1-SBM1
Open Tender
Civil Works
Works
MELVISHARAM
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹4 L
MELVISHARAM MUNICIPALITY
3 Jul 2026
8 Jun 2026
22 Jun 2026
8 Jun 2026
22 Jun 2026
8 Jun 2026
8 Jun 2026 - 22 Jun 2026
9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in hard stiff clay, stiff black cotton, hard red earth, shales, muram, gravel stoney earth and earth mixed with small size boulders as per SS 20B with initial lead of 10m and lift of 2.0m | |||||
| 1.1 | First depth (0m to 2.0m) | 132 | M3 | - | - |
| 1.2 | second depth (2.00m -3.0m) | 63 | M3 | - | - |
| 1.3 | third depth (3.00m -4.00m) | 63 | M3 | - | - |
| 1.4 | Fourth depth (4.00m -5.00m) | 63 | M3 | - | - |
| 1.5 | Fifth depth (5.00m -6.00m) | 26 | M3 | - | - |
| 2 | 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 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. | 79 | M3 | - | - |
| 3 | Removal of excess excavated earth from the site and dumping 5KM away from the location. | 730 | M3 | - | - |
| 4 | 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 well rammed, watered and consolidated etc. complete complying with standard specification | 7,515 | M3 | - | - |
| 5 | Cement Concrete (M -7.5)1:4:8 (One Cement, Four crushed stone sand and Eight 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 | 13 | M3 | - | - |
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