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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.3 CrAccepted-AOC NO 6 7 TEACHER RAJAMANICKAM 3RD STREET CHENNAI BANGALORE NH SHENBAKKAM VELLORE 632 008 | VELLORE | TAMIL NADU | 632008 | ₹18.3 Cr Quoted ₹19.0 Cr | L1 | Accepted-AOC Tender for the above work is accepted for their Negotiated rate |
| 2 | L2₹19.9 Cr+₹84.3 L (4.44%)Rejected-Finance | ₹19.9 Cr+₹84.3 L (4.44%) | L2 | Rejected-Finance Among the 2 Bidders the Highest rate Quoted by Sri Pathy Associates Private Limited |
Tender Value
₹18.1 Cr
EMD Value
₹9.2 L
Closing Date
30 Oct 2023, 2:00 pmClosed
Special Chief Engineer, WRD.,
O/o of the Superintending Engineer, WRD., Upper Palar Basin Circle, Vellore-6
Construction of a Check dam across Palar River near Poigai Village in Anicut Taluk of Vellore District
2023_WRD_376786_1
03 UPBC /Vellore /F-Tender/ 2023-2024 Dt.25.09.23
Open Tender
Civil Works
Lump-sum
365 days
Vellore
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹9.2 L
1 Jul 2024
7 Oct 2023
31 Oct 2023
7 Oct 2023
30 Oct 2023
12 Oct 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machinery and tippers including formation of bunds breaking clods sectioning etc., complete complying with Standard Specifications and as directed by the Departmental Officers. | 20,000 | Cubic meter | - | - |
| 2 | Earth work for foundation in all kinds of Soils and sub Soils except hard rock requiring blasting to full depth as may be directed and depositing the surplus earth in places shown by the Departmental Officers and leveling the same with all leads and lifts including Shoring, Strutting, Shuttering, Baling out Water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated etc., complete complying with Standard Specifications and Drawings as directed by the Departmental Officers. | 1,700 | Cubic meter | - | - |
| 3 | Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with an extra lead of every 100 metre or part thereof deploying earth moving machineries and tippers including benching, formation of bunds, breaking clods and sectioning ect., complete complying with Standard Specifications and Drawings as directed by the Departmental Officers.(Lead 5KMCT) total Earthwork quantity for fomation of Flood Bank Formation. | 79,110 | Cubic meter | - | - |
| 4 | Earthwork for foundation in all soils and sub soils and to full depth as may be directed by the departmental officers except hard rock requiring blasting including shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated soil in layers not exceeding 15 cm thick, well rammed and consolidated and depositing including all initial leads and initial lifts etc.,complete complying with standard specifications and as directed by the Departmental Officers. | 645.5 | Cubic meter | - | - |
| 5 | Earth work in all soils except Medium rock / hard rock requiring blasting and conveying for formation of bund with an extra lead of every 100 m or part thereof deploying earth moving machineries and tippers including benching, formation of bunds, breaking clods, sectioning, etc complete complying with standard specifications and as directed by the departmental officers | 21,700 | Cubic meter | - | - |
| 6 | Providing and placing Plain Cement Concrete M10 using M-sand and graded hard blue granite broke stone jelly of 40mm size mixing with mixer machine including the cost of bailing /pumping wherever necessary laying the concrete in layers of not exceeding 15cm thick compacting consolidation by using vibrator ,finishing watering cureing etc. complete complying with standard specification and as directed by the departmental officers. | 527.15 | Cubic meter | - | - |
| 7Providing and placing in position of plain cement concrete M 15 using M-sand hard blue granite broken stone jelly of size 20 mm mixing with mixer machine including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidation by using vibrators, finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers | |||||
| 7.01 | Ground Level & upto 1.50 M below Depth | 997.1 | Cubic meter | - | - |
| 7.02 | Below Ground Level 1.50 M to 4.50 M | 377 | Cubic meter | - | - |
| 7.03 | Above Ground Level upto 4.50 M | 58 | Cubic meter | - | - |
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