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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAdmitted-Fee/PreQual/Technical/Finance ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP | KOTTAYAM | KERALA | 686001 | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RENJITH MANUEL L1 |
|---|---|---|---|---|
| 1.00PAVING TILE | ||||
| 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. | 17.19 | cum | 16 ₹275.04 Lowest |
| 1.00 | 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 | 17.19 | cum | 3,700 ₹63,603 Lowest |
| 1.00 | OD121480/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum
strength M40 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock
cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost &
conveyance charges etc. complete | 103.14 | sqm | 1,029 ₹1,06,131.06 Lowest |
| 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) | 1.72 | cum | 8,500 ₹14,654 Lowest |
Tender Value
₹1.9 L
EMD Value
₹4,755
Closing Date
28 Sept 2026, 2:00 pmClosed
ELDHO PAULOSE
OFFICE OF THE ASSISTANT ENGINEER, LIDEW SECTION, EDAVETTY GP
Annual Plan-Edavetty GP 2026-27-Laying paving tile in Chemabalassery Pallippadi nadappatha ward-13-Proj.No-166/27-General Civil Work
2026_LSGD_869059_20
01/2026/AE/LIDANDEW/EDVTY
Open Tender
Civil Works - Roads
Item Rate
180 days
EDAVETTY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,755
Yes
29 Sept 2026
16 Sept 2026
29 Sept 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PAVING TILE | |||||
| 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. | 17.19 | cum | - | - |
| 1.002 | 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 | 17.19 | cum | - | - |
| 1.003 | OD121480/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum
strength M40 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock
cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost &
conveyance charges etc. complete | 103.14 | sqm | - | - |
| 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) | 1.72 | cum | - | - |
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