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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.9 LAccepted-AOC A V HOUSE RAMAPURAM P O MALAPPURAM 679321 | RAMAPURAM | MALAPPURAM | KERALA | 679321 | 1 | Accepted-AOC LOWSET | |
| 2 | 2₹6.2 L+₹24,272.33 (4.08%)Rejected-Finance | 2 | Rejected-Finance reject | |
| 3 | 3₹6.2 L+₹27,906.04 (4.69%)Rejected-Finance | 3 | Rejected-Finance reject |
| Sl No | Description | Qty | Unit | ABDULLA A.K. L1 | mohammedali T L2 | ABDUL GAFOOR P.C. L3 |
|---|---|---|---|---|---|---|
| 1.00Road Improvement Work | ||||||
| 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. | 19.79 | cum | 59.2 ₹1,171.57 Lowest | 61.62 ₹1,219.46 | 61.98 ₹1,226.58 |
| 1.00 | OD41898/2025-2026:[OD from MORD 11.4.1.1]-Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 (excluding form work) | 4.29 | cum | 7,155.02 ₹30,695.04 Lowest | 7,446.79 ₹31,946.73 | 7,490.52 ₹32,134.33 |
| 1.00 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 19.2 | cum | 7,691.59 ₹1,47,709.29 Lowest | 8,005.24 ₹1,53,732.63 | 8,052.25 ₹1,54,635.41 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.31 | tonne | 83,028.17 ₹25,821.76 Lowest | 86,413.88 ₹26,874.72 | 86,921.28 ₹27,032.52 |
| 1.00 | OD41899/2025-2026:[OD From DAR 60.6] - PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 7.2 | metre | 105.8 ₹761.76 Lowest | 110.12 ₹792.86 | 110.77 ₹797.54 |
| 1.01 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 93 | sqm | 13.23 ₹1,230.39 Lowest | 13.77 ₹1,280.61 | 13.85 ₹1,288.05 |
| 1.01 | OD41895/2025-2026:( OD from DAR 51.2.3) Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 4.5 | cum | 849.85 ₹3,824.33 Lowest | 884.51 ₹3,980.3 | 889.7 ₹4,003.65 |
| 1.01 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 10.35 | cum | 3,104.92 ₹32,135.92 Lowest | 3,231.54 ₹33,446.44 | 3,250.51 ₹33,642.78 |
| 1.01 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 134.95 | sqm | 265.94 ₹35,889.4 Lowest | 276.79 ₹37,353.64 | 278.41 ₹37,572.26 |
Tender Value
₹6.6 L
EMD Value
₹16,525
Closing Date
8 Sept 2025, 10:00 amClosed
Assistant Engineer
Office of the Assistant Engineer, LID EW Section, Puzhakkattiri GP, Puzhakkattiri P.O
Annual Plan-Project No.101/2025-26-Mannarthodi Padapparamba Malabar Auditorium road renovation in ward no.15 of Puzhakkattiri GP-General Civil Work
2025_LSGD_791178_5
AE/LIDEW/PKTY/04/2025-26
Open Tender
Civil Works - Roads
Item Rate
335 days
Padapparamba
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,460
Yes
₹16,525
Yes
29 Oct 2025
29 Aug 2025
11 Sept 2025
29 Aug 2025
8 Sept 2025
29 Aug 2025
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