Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC | ₹5.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.0 L+₹82,311.45 (15.9%)Rejected-AOC | ₹6.0 L+₹82,311.45 (15.9%) | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-AADHAR, PAN AND GST REGISTRATION CERTIFICATE ARE NOT SUBMITTED |
| Sl No | Description | Qty | Unit | NIMAL CONSTRUCTIONS L1 | Sumesh Rao V R L2 |
|---|---|---|---|---|---|
| 1.00Renovation | |||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 2.64 | cum | 772.33 ₹2,038.95 Lowest | 894.74 ₹2,362.11 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 6.16 | cum | 7,213.46 ₹44,434.91 Lowest | 8,357.02 ₹51,479.24 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 390 | sqm | 13.1 ₹5,109 Lowest | 15.21 ₹5,931.9 |
| 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) | 58.5 | cum | 7,842 ₹4,58,757 Lowest | 9,085.56 ₹5,31,505.26 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 16.25 | cum | 533.34 ₹8,666.78 Lowest | 617.82 ₹10,039.58 |
Tender Value
₹6.3 L
EMD Value
₹15,824
Closing Date
1 Jul 2026, 6:00 pmClosed
Assistant Engineer
OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER, LID and EW SECTION PATHANAMTHITTA MUNICIPALITY
CONCRETE AND SIDE PROTECTION
2026_LSGD_831764_16
AE/1/LSGD/PTA
Open Tender
Civil Works - Roads
Item Rate
90 days
PATHANAMTHITTA MUNICIPALITY
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,400
Yes
₹15,824
Yes
11 Sept 2026
23 Jun 2026
3 Jul 2026
23 Jun 2026
1 Jul 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation | |||||
| 1.001 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | - | cum | - | - |
| 1.002 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.003 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | - | 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) | - | cum | - | - |
| 1.005 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | cum | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1448740.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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.29 MB
BOQ_1448740.xls
BOQ • 0.30 MB
sbd.pdf
Tender Documents • 1.80 MB
AFFIDAVITKARIMPANAKUZHI.pdf
Tender Documents • 0.06 MB
EPAY.pdf
Tender Documents • 0.04 MB
FOTKARIMPANAKUZHI.pdf
Tender Documents • 0.02 MB
IPACT.pdf
Tender Documents • 0.01 MB
PREAGEMTKARIMPANA.pdf
Tender Documents • 0.08 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 .