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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.0 LAccepted-AOC 20 1 2024 | CENTRAL DELHI | DELHI | 110002 | ₹3.0 L | 1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | Hamed K L1 |
|---|---|---|---|---|
| 1.00Road work | ||||
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 14.1 | cum | 609 ₹8,586.90 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 17.4 | cum | 3,124 ₹54,357.60 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 26.1 | cum | 8,926 ₹2.3 L |
Tender Value
₹3.0 L
EMD Value
₹7,398
Closing Date
18 Feb 2026, 11:00 amClosed
SHEELA P R
ASSISTANT ENGINEER LID EW SECTION CHEKKIAD GP
Annual Plan LSGD ANNUAL PLAN 2025 26 CHEKKIAD GP PR NO 290Construction of Manjoth Mukku Peediyekkandi Road IN WARD 12 General Civil Work
2026_LSGD_831864_4
006/2025-26/AE/LIDEW/CKD
Open Tender
Civil Works - Roads
180 days
CHEKKIAD GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹655
Yes
₹7,398
Yes
10 Mar 2026
10 Feb 2026
19 Feb 2026
10 Feb 2026
18 Feb 2026
10 Feb 2026
Road work
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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