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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹80.2 CrAccepted-AOC | L1 | Accepted-AOC Lowest tender value | |
| 2 | L2₹83.6 Cr+₹3.4 Cr (4.25%)Rejected-AOC | L2 | Rejected-AOC Other than lowest tender value | |
| 3 | Rejected-Technical | - | Rejected-Technical Non Responsive |
Tender Value
₹78.7 Cr
EMD Value
₹1.6 Cr
Closing Date
29 Apr 2024, 11:00 amClosed
Superintending Engineer
O/o the Superintending Engineer,WRD., Lower Cauvery Basin Circle, Thanjavur.
Rehabilitation of Irrigation Infrastructure in G.A. Canal from L.S. 113.900 Km. to 123.900 Km. in Aranthangi Taluk of Pudukkottai District (GA-Phase-II-Package No.09)
2024_WRD_449890_1
e- Tender Notice No.5/2023-2024 /D3/dated.13.03.2024
Open Tender
Civil Works
Lump-sum
720 days
Aranthangi Taluk of Pudukkottai District
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹1.6 Cr
Thanjavur
12 Feb 2025
16 Mar 2024
30 Apr 2024
16 Mar 2024
29 Apr 2024
16 Mar 2024
22 Apr 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing Light Jungle etc. complete complying with standard specifications and as directed by the Engineer in Charge of the works. | 1,69,730 | M2 | - | - |
| 2 | Dismantling, clearing away and carefully stacking material useful for reuse for any thickness of brick or stone masonry in Cement Mortar walls under 3 (Three) meters high complying with standard specification and as directed by the Engineer in Charge of the works. | 5,056 | M3 | - | - |
| 3 | Dismantling, clearing away and carefully stacking materials useful for reuse for any thickness of Plain Cement Concrete etc. complete complying with standard specifications and as directed by the Engineer in Charge of the works. | 870 | M3 | - | - |
| 4 | Dismantling, clearing away and carefully stacking materials useful for reuse for any thickness of Reinforced Cement Concrete etc. complete complying with standard specifications and as directed by the Engineer in Charge of the works. | 563 | M3 | - | - |
| 5 | HGS SS.20.B. Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, hales,murram, gravel, stoney earth and earth mixed with small size boulders SS.20B | 3,780 | M3 | - | - |
| 6 | Earthwork excavation for Foundation in all kinds of soils inclusive of shoring, strutting and bailing out water wherever necessary, refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated etc, as shown by the departmental officers and clearing, levelling the site etc. complete complying with standard specifications and as directed by the Departmental Engineers. | 19,058 | M3 | - | - |
| 7 | Conveyance of earth including earthwork in all soils except hard rock requiring blasting and conveying with a lead of 3 Km by deploying earth moving machineries and tippers for formation of bunds in layers of suitable thickness , shores prior to placement of earthfill including extra earth filling breaking clods, sectioning extra watering to Optimum Moisture Content (OMC) and compaction of each layer to 95% of proctor density through deployment of appropriate compaction equipment (8-10 T power roller / Vibratory power roller / short width (+ 0.90M width drum) power roller or vibratory power roller / Fuel operated or electric operated vibratory plate compactors ensuring compaction of designed bund section including side slopes compaction complete as per specification etc. complete with standard specifications and as directed by the Engineer in Charge of the works. | 1,17,700 | M3 | - | - |
| 8 | Refilling the excavated earth for formation of bund in layers of 23 cm thick including benching, formation of bunds, breaking clods, watering to Optimum Moisture Content (OMC) and compaction of each layer to 95% of proctor density through deployment of appropriate compaction equipment (8-10 T power roller / Vibratory power roller / short width (+ 0.90M width drum) power roller or vibratory power roller / Fuel operated or electric operated vibratory plate compactors) ensuring compaction of designed bund section including side slopes etc. complete complying with standard specifications and as directed by the Engineer in Charge of the works. | 1,420 | M3 | - | - |
| 9 | Supplying and filling the M.Sand including the cost and conveyance of materials, watering, compacting etc. complete complying with standard specifications and as directed by the Engineer in Charge of the works. | 271 | M3 | - | - |
| 10 | Supplying and Spreading 25 to 63 mm size HBG Graded metal metal as directed by the Engineer in charge of the works complying with technical specification. | 15 | M3 | - | - |
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