Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-Finance | L1 | Accepted-Finance lowest bidder | |
| 2 | L2₹1.4 L+₹14,513.58 (11.8%)Accepted-Finance KERALA KL | L2 | Accepted-Finance second lowest bidder |
| Sl No | Description | Qty | Unit | KISHOR P E L2 | RASAL SALEEM L1 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 6.9 | cum | 100 ₹690 | 53.3 ₹367.77 Lowest |
| 1.00 | 3.9.2.B:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br>(B) Mechanical Means | 13.34 | cum | 500 ₹6,667.5 Lowest | 1,367.1 ₹18,230.28 |
| 1.00 | OD170992/2026-2027:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel WITHOUT ROLLER (MODIFIED 4.11.1) | 5.17 | cum | 2,900 ₹15,007.5 | 1,816 ₹9,397.8 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) | 10.35 | cum | 8,600 ₹89,010 | 7,114.2 ₹73,631.97 Lowest |
| 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 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 3.02 | cum | 8,500 ₹25,661.5 | 6,921.2 ₹20,895.1 Lowest |
Tender Value
₹1.5 L
EMD Value
₹3,782
Closing Date
18 Sept 2026, 5:00 pmClosed
AE KOODARANHI
AE KOODARANHI GP
Annual Plan-KOODARANHI G P 2026-27 PRO 88/27 KARINGUTTI ENGLISH MEDIUM ROAD-WARD 1-General
2026_LSGD_868857_15
1/etender/koodaranhi/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
KOODARANHI
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹3,782
Yes
8 Oct 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
18 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 6.9 | cum | - | - |
| 1.002 | 3.9.2.B:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br>(B) Mechanical Means | 13.34 | cum | - | - |
| 1.003 | OD170992/2026-2027:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel WITHOUT ROLLER (MODIFIED 4.11.1) | 5.18 | 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) | 10.35 | cum | - | - |
| 1.005 | 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 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 3.02 | cum | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_1471979.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
pa.pdf
Tender Documents • 0.25 MB
SBDNIT.pdf
Tender Documents • 2.09 MB
BOQ_1471979.xls
BOQ • 0.30 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 .