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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.3 L+₹3,979.56 (0.63%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical PARAMBIL HOUSE KONDURKKARA PO AE | THRISSUR | KERALA | 679105 | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Muhammed Raneesh L1 | ABDUL JALEEL P S L4 | HAJA HUSSAIN K L3 | ABDUL AZEEZ T V L2 |
|---|---|---|---|---|---|---|---|
| 1.00Pottayill Mahadeva Shethram Road | |||||||
| 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. | 66 | cum | 49.68 ₹3,278.88 Lowest | 59.78 ₹3,945.48 | 52.87 ₹3,489.42 | 49.99 ₹3,299.34 |
| 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 | 24 | cum | 2,481.04 ₹59,544.96 Lowest | 2,985.73 ₹71,657.52 | 2,640.59 ₹63,374.16 | 2,496.73 ₹59,921.52 |
| 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) | 36 | cum | 7,108.73 ₹2,55,914.28 Lowest | 8,554.77 ₹3,07,971.72 | 7,565.88 ₹2,72,371.68 | 7,153.68 ₹2,57,532.48 |
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 35.52 | cum | 700.06 ₹24,866.13 Lowest | 842.46 ₹29,924.18 | 745.08 ₹26,465.24 | 704.48 ₹25,023.13 |
| 1.00 | OD477899/2025-2026::(Modified DSR Item Code 60.7.1)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 | 74.01 | cum | 3,092.29 ₹2,28,860.38 Lowest | 3,721.31 ₹2,75,414.15 | 3,291.15 ₹2,43,578.01 | 3,111.84 ₹2,30,307.28 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 4.8 | cum | 7,349.03 ₹35,275.34 Lowest | 8,843.95 ₹42,450.96 | 7,821.63 ₹37,543.82 | 7,395.5 ₹35,498.4 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.22 | tonne | 74,655.05 ₹16,424.11 Lowest | 89,841.17 ₹19,765.06 | 79,455.95 ₹17,480.31 | 75,127.1 ₹16,527.96 |
| 1.01 | OD477900/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.9sqm including engraving
and painting letters etc complete as per direction of Engineer in charge at site | 0.9 | sqm | 5,893.03 ₹5,303.73 Lowest | 7,091.77 ₹6,382.59 | 6,271.99 ₹5,644.79 | 5,930.29 ₹5,337.26 |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
21 Mar 2026, 5:00 pmClosed
Asst. Executive Engineer, Pattambi Block
O/o Asst. Executive Engineer, Pattambi Block
MLA-SDF-2025-26 PATTAMBI LAC RECONSTRUCTION OF POTTAYI MAHADEVA KSHETHRAM ROAD-10LAKHS-General Civil Work
2026_LSGD_846566_2
08/2025-26/AEE/LIDEW/PTB
Open Tender
Civil Works - Roads
Item Rate
PATTAMBI
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,186
Yes
23 Sept 2026
11 Mar 2026
23 Mar 2026
11 Mar 2026
21 Mar 2026
11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Pottayill Mahadeva Shethram Road | |||||
| 1.001 | 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. | 66 | cum | - | - |
| 1.002 | 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 | 24 | cum | - | - |
| 1.003 | 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) | 36 | cum | - | - |
| 1.004 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 35.52 | cum | - | - |
| 1.005 | OD477899/2025-2026::(Modified DSR Item Code 60.7.1)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 | 74.01 | cum | - | - |
| 1.006 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 4.8 | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.22 | tonne | - | - |
| 1.008 | OD477900/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.9sqm including engraving
and painting letters etc complete as per direction of Engineer in charge at site | 0.9 | sqm | - | - |
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