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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.4 L+₹86,640.75 (15.8%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.4 L+₹90,988.79 (16.6%)Admitted-Fee/PreQual/Technical/Finance AKKOTH D PEZHAKKAPPILLY | KANNUR | KERALA | 670612 | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHAMEER A E L3 | K P BABY L2 | Sasidharan Nair K K L1 |
|---|---|---|---|---|---|---|
| 1.00Road Concreting | ||||||
| 1.00 | OD47357/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish to the sides of the road, lead upto 50 m and lift upto 1.5 m.All kinds of soil | 514.5 | sqm | 33.6 ₹17,287.2 | 29.71 ₹15,285.8 | 25 ₹12,862.5 Lowest |
| 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) | 77.17 | cum | 7,896 ₹6,09,373.8 | 7,971.07 ₹6,15,167.33 | 6,889 ₹5,31,658.58 Lowest |
| 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 | 0.19 | cum | 252 ₹47.63 Lowest | 368.34 ₹69.62 | 318 ₹60.1 |
| 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) | 0.19 | cum | 7,716.85 ₹1,458.48 | 7,664.48 ₹1,448.59 | 6,624 ₹1,251.94 Lowest |
| 1.00 | OD48110/2026-2027:Supplying and installation of delineator (Road way indicators) posts 80-100cm high above ground level pained black and white in 15cm wide strips fitted with min 80*100mm rectangular or 75mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam and conforming to clause 806 IRC -79and the drawings including fixing to ground ( The deleniator shall be of approved type as per specifiation | 7 | each | 1,690.4 ₹11,832.8 | 525.79 ₹3,680.53 | 454 ₹3,178 Lowest |
Tender Value
₹7.6 L
EMD Value
₹19,048
Closing Date
26 Sept 2026, 5:00 pmClosed
Asst. Engineer
O/o the Assistant Engineer, LID and EW section, Njeezhoor grama panchayath
Road Maintenance
2026_LSGD_871127_1
08/AE/LSGD/NJR/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Njeezhoor GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,680
₹19,048
28 Sept 2026
18 Sept 2026
28 Sept 2026
18 Sept 2026
26 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concreting | |||||
| 1.001 | OD47357/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish to the sides of the road, lead upto 50 m and lift upto 1.5 m.All kinds of soil | 514.5 | sqm | - | - |
| 1.002 | 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) | 77.18 | cum | - | - |
| 1.003 | 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 | 0.19 | cum | - | - |
| 1.004 | 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) | 0.19 | cum | - | - |
| 1.005 | OD48110/2026-2027:Supplying and installation of delineator (Road way indicators) posts 80-100cm high above ground level pained black and white in 15cm wide strips fitted with min 80*100mm rectangular or 75mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam and conforming to clause 806 IRC -79and the drawings including fixing to ground ( The deleniator shall be of approved type as per specifiation | 7 | each | - | - |
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