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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 CrAccepted-AOC | ₹11.1 Cr | L1 | Accepted-AOC Lowest Bid |
| 2 | L2₹11.2 Cr+₹11.4 L (1.03%)Rejected-Finance | ₹11.2 Cr+₹11.4 L (1.03%) | L2 | Rejected-Finance Highest Bid |
| Sl No | Description | Qty | Unit | Ms Pamong Construction L1 | M/s LRT CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00SH: JUNGLE CLEARANCE | |||||
| 1.01 | Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) | 5.87 | Hector | 1,35,405.5 ₹7,94,559.47 Lowest | 1,36,801.43 ₹8,02,750.79 |
| 2.00SH: FORMATION CUTTING | |||||
| 2.01 | Depositing of excavated earth on the barren valley side. (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth on the Barren Valley side) | 60,674.73 | Cum | 127.07 ₹77,09,937.94 Lowest | 128.38 ₹77,89,421.84 |
| 2.02 | Disposal of excavated earth on the barren valley side. (Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side) | 30,337.36 | Cum | 203.7 ₹61,79,720.23 Lowest | 205.8 ₹62,43,428.69 |
| 2.03 | Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.) | 10,112.46 | Cum | 476.27 ₹48,16,261.32 Lowest | 481.18 ₹48,65,913.5 |
| 3.00SH: PAVEMENT | |||||
| 3.01 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50m.) | 11,377.8 | Sqm | 136.19 ₹15,49,542.58 Lowest | 137.59 ₹15,65,471.5 |
| 3.02 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) | 3,010.29 | Cum | 1,749.49 ₹52,66,468.75 Lowest | 1,767.53 ₹53,20,774.35 |
| 3.03 | Construction of dry lean cement concrete subbase over a prepared sub grade with coarse and fine aggregate conforming to IS 383,the size of coarse aggregate not exceeding 25mm agggregate cement ratio not to exceed 15:1,aggregate gradation after blend. | 2,404.13 | Cum | 5,106.08 ₹1,22,75,680.11 Lowest | 5,158.72 ₹1,24,02,233.51 |
Tender Value
₹11.4 Cr
EMD Value
₹11.4 L
Closing Date
21 Mar 2025, 11:00 amClosed
Executive Engineer, Yingkiong Division, PWD
Office of the Executive Engineer, Yingkiong Division, PWD
Improvement of District Township roads at Yingkiong
2025_PWDAP_2301_1
YA/NIT/CMCSRDP/2024-25/03
Open Tender
Civil Works
Item Rate
730 days
Yingkiong
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
EE PWD Yingkiong Division
₹11.4 L
Yes
17 Aug 2026
14 Mar 2025
21 Mar 2025
14 Mar 2025
21 Mar 2025
14 Mar 2025
14 Mar 2025 - 21 Mar 2025
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