Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-Finance | ₹4.1 L | L1 | Accepted-Finance Lowest bid accepeted as per decision of Committee |
| 2 | L2₹4.1 L+₹6,417.25 (1.57%)Rejected-Finance | ₹4.1 L+₹6,417.25 (1.57%) | L2 | Rejected-Finance Lowest bid accepeted as per decision of Committee |
| 3 | L3₹4.2 L+₹13,067.80 (3.20%)Rejected-Finance | ₹4.2 L+₹13,067.80 (3.20%) | L3 | Rejected-Finance Lowest bid accepeted as per decision of Committee |
| 4 | L4₹4.3 L+₹22,653.85 (5.55%)Rejected-Finance | ₹4.3 L+₹22,653.85 (5.55%) | L4 | Rejected-Finance Lowest bid accepeted as per decision of Committee |
| Sl No | Description | Qty | Unit | SARATH S S L1 | BALAJI CONSTRUCTION L3 | JACOB P THOMAS L4 | Skyarc constructions L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||||
| 1.00 | OD223620/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 254 | sqm | 25 ₹6,350 Lowest | 29 ₹7,366 | 31.16 ₹7,914.64 | 36.75 ₹9,334.5 |
| 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 | 9.13 | cum | 300 ₹2,740.5 Lowest | 366 ₹3,343.41 | 374.39 ₹3,420.05 | 441.5 ₹4,033.1 |
| 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) | 47.3 | cum | 7,700 ₹3,64,233.1 Lowest | 7,929 ₹3,75,065.49 | 8,101.97 ₹3,83,247.49 | 7,750 ₹3,66,598.25 |
| 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) | 4.5 | cum | 7,800 ₹35,100 | 7,937 ₹35,716.5 | 8,110.06 ₹36,495.27 | 7,750 ₹34,875 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,709
Closing Date
18 Mar 2026, 6:00 pmClosed
Assistant Engineer
LID EW SECTION NEDUVATHOOR
283/26 VANMANIYOTTU PURAKKOTTU PADINJARE PURAKKOTTU ROAD MAINTENANCE ( JALJEEVAN MISSION) IN WARD 15-Neduvathoor GP
2026_LSGD_846169_8
7/AE/LIDEW/NDVR/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Neduvathoor GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,125
Yes
₹12,709
Yes
10 Sept 2026
11 Mar 2026
20 Mar 2026
11 Mar 2026
18 Mar 2026
11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | OD223620/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 254 | sqm | - | - |
| 1.002 | 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 | 9.14 | cum | - | - |
| 1.003 | 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) | 47.3 | cum | - | - |
| 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) | 4.5 | cum | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
finance_1429378.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.28 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.25 MB
Afdt.pdf
Tender Documents • 0.24 MB
BOQ_1429378.xls
BOQ • 0.30 MB
viewsbd.pdf
Tender Documents • 1.85 MB
Fot.pdf
Tender Documents • 0.25 MB
Prelim.pdf
Tender Documents • 0.26 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .