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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Fee/PreQual/Technical/Finance PUTHUPPALLIL HOUSE MUTHOLY P O | MUTHOLY | KERALA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.8 L+₹15,700.40 (5.99%)Admitted-Fee/PreQual/Technical/Finance CHERUVALATH KUNNUMMAL ERAVANNUR MADAVOOR KOZHIKODE 673585 | KOZHIKODE | KERALA | 673585 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.8 L+₹16,430.39 (6.27%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHAJI GEORGE L1 | NAVAS CK L2 | SHAMSEER K K L3 |
|---|---|---|---|---|---|---|
| 1.00Concrete 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. | 61.16 | cum | 60 ₹3,669.6 | 50 ₹3,058 Lowest | 54 ₹3,302.64 |
| 1.00 | OD147235/2026-2027: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 | 27.8 | cum | 900 ₹25,020 | 800 ₹22,240 | 775 ₹21,545 Lowest |
| 1.00 | OD151581/2026-2027:(MODIFIED DATA OF 3.2 BY EXCLUDING TIPPER AND LOADING EQUIPMENT) 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. | 12 | sqm | 300 ₹3,600 | 13 ₹156 | 2.73 ₹32.76 Lowest |
| 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) | 1.8 | cum | 7,100 ₹12,780 Lowest | 8,500 ₹15,300 | 7,215.57 ₹12,988.03 |
| 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) | 33.36 | cum | 6,500 ₹2,16,840 Lowest | 7,100 ₹2,36,856 | 7,208.38 ₹2,40,471.56 |
Tender Value
₹3.4 L
EMD Value
₹8,472
Closing Date
1 Oct 2026, 5:00 pmClosed
AE LSGD KATTIPPARA GP
AE LSGD KATTIPPARA GP
Annual Plan-KATTIPPARA GP 2026-27 MAINTENANCE OF ARAMUKKU KATTADIKKUNNU ROAD(PR NO 106/27)- IN WARD 11 (MGR -400000)-General Civil Work
2026_LSGD_872046_1
AE/LSGD/KTPR/26-27/T1
Open Tender
Civil Works - Roads
Item Rate
90 days
KATTIPPARA GP OFFICE
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
₹8,472
Yes
5 Oct 2026
24 Sept 2026
3 Oct 2026
24 Sept 2026
1 Oct 2026
24 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concrete work | |||||
| 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. | 61.16 | cum | - | - |
| 1.002 | OD147235/2026-2027: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 | 27.8 | cum | - | - |
| 1.003 | OD151581/2026-2027:(MODIFIED DATA OF 3.2 BY EXCLUDING TIPPER AND LOADING EQUIPMENT) 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. | 12 | sqm | - | - |
| 1.004 | 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) | 1.8 | cum | - | - |
| 1.005 | 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) | 33.36 | cum | - | - |
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