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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | ₹2.5 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹2.6 LRejected-AOC | ₹2.6 L | L2 | Rejected-AOC REJECT |
| Sl No | Description | Qty | Unit | SURESH KOORARA L2 | SASI L1 |
|---|---|---|---|---|---|
| 1.00RETAINING WALL | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 53.51 | cum | 420.3 ₹22,488.15 | 408.4 ₹21,851.44 |
| 1.00 | OD247705/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete | 38.21 | cum | 3,960.53 ₹1,51,319.97 | 3,867.34 ₹1,47,759.46 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.68 | cum | 9,095.6 ₹24,403.49 | 8,881.59 ₹23,829.31 |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.21 | tonne | 96,081.66 ₹20,657.56 | 93,820.91 ₹20,171.5 |
| 1.00 | OD247707/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in
layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift up to 1.5 m. (From DSR 2.25) | 16.68 | cum | 315.83 ₹5,266.47 | 307.4 ₹5,125.9 |
| 1.01 | OD247983/2025-2026: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 on prepared surface, mixing by mix, complete as per Technical Specification Clause 401. (i) For Grading I Material (with out roller) | 2.1 | cum | 2,993.59 ₹6,295.52 | 2,923.16 ₹6,147.41 |
| 1.01 | 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) | 3.15 | cum | 9,104.68 ₹28,716.16 | 8,890.45 ₹28,040.48 |
Tender Value
₹2.5 L
EMD Value
₹6,352
Closing Date
28 Oct 2025, 6:00 pmClosed
Assistantengineer
KAVILUMPARA GP
Kavilumpara GP Project No. 326/26 ASWASI NELLIYULLA PARAMBATH ROAD MAINTAINANCE IN WARD 10
2025_LSGD_811008_4
03/2025/AE/LIDEW/KVRA/PHASE
Open Tender
Civil Works - Roads
THOTTILPALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,352
Yes
21 Jan 2026
17 Oct 2025
30 Oct 2025
17 Oct 2025
28 Oct 2025
17 Oct 2025
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