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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC | ₹2.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.1 LRejected-AOC | ₹2.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹2.2 LRejected-Finance | ₹2.2 L | L3 | Rejected-Finance L3 |
| 4 | L4₹2.2 LRejected-Finance | ₹2.2 L | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | Armiya Saghir L2 | UBAID P L1 | MOHAMMAD SHIHAB P L3 | Abdul Salam K P L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road Side Protection | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 8.45 | cum | 56.47 ₹477.17 | 54.28 ₹458.67 | 57.48 ₹485.71 | 58.15 ₹491.37 |
| 1.00 | OD150014/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 3.38 | cum | 2,657.03 ₹8,980.76 | 2,562.67 ₹8,661.82 | 2,704.2 ₹9,140.20 | 2,735 ₹9,244.30 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 5.07 | cum | 7,762.78 ₹39,357.29 | 7,459.63 ₹37,820.32 | 7,900.59 ₹40,055.99 | 7,990 ₹40,509.30 |
| 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 | 11.52 | cum | 373.06 ₹4,297.65 | 358.48 ₹4,129.69 | 379.69 ₹4,374.03 | 383 ₹4,412.16 |
| 1.00 | OD241646/2025-2026:DISMANTLING DR - Dismantling , clearing and carefully staking materials useful for reuse for any thikness of walls in DR mansonry including disposal of debris within a distance of 150 m. | 6 | cum | 666.84 ₹4,001.04 | 641.48 ₹3,848.88 | 678.68 ₹4,072.08 | 686.4 ₹4,118.40 |
| 1.01 | OD149978/2025-2026: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 as per direction of Departmental officers at site | 34.32 | cum | 3,515.38 ₹1.2 L | 3,377.92 ₹1.2 L | 3,577.79 ₹1.2 L | 3,619.3 ₹1.2 L |
| 1.01 | 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) | 3.2 | cum | 8,073.3 ₹25,834.56 | 7,758.02 ₹24,825.66 | 8,216.62 ₹26,293.18 | 8,311 ₹26,595.20 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.1 | tonne | 84,869.52 ₹8,147.47 | 81,555.1 ₹7,829.29 | 86,376.09 ₹8,292.10 | 87,380 ₹8,388.48 |
| 1.01 | OD149986/2025-2026:SUPPLYING, FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET AND
A SIZE OF 90 cm x 60 cm INCLUDING ALL OTHER MATERIALS, LABOUR CHARGES
ETC. COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS. | 1 | each | 2,389.72 ₹2,389.72 | 2,273.6 ₹2,273.60 | 2,432.15 ₹2,432.15 | 2,250 ₹2,250 |
Tender Value
₹2.5 L
EMD Value
₹6,335
Closing Date
2 Mar 2026, 4:00 pmClosed
AE
0/0 AE LID EW SECTION CHALAVARA GP
Annual Plan Annual Plan CLRA GP Project No 267 2025 26 KALATHIL PADI ROAD MAINTENANCE Ward No 11 KALATHIL PADI ROAD MAINTENANCE MG FUND General Civil Work
2026_LSGD_839086_1
T/06/25-26/267/AE/LSGD/CHVA
Open Tender
Civil Works - Roads
330 days
CHALAVARA
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
₹6,335
6 Jun 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
Road Side Protection
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD150014/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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
OD241646/2025-2026:DISMANTLING DR - Dismantling , clearing and carefully staking materials useful for reuse for any thikness of walls in DR mansonry including disposal of debris within a distance of 150 m.
OD149978/2025-2026: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 as per direction of Departmental officers at site
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD149986/2025-2026:SUPPLYING, FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET AND A SIZE OF 90 cm x 60 cm INCLUDING ALL OTHER MATERIALS, LABOUR CHARGES ETC. COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS.
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