Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.9 LAccepted-AOC | ₹6.9 L | 1 | Accepted-AOC L1 |
| 2 | 2₹7.2 L+₹27,072.87 (3.91%)Rejected-AOC KOMPRAYATTU PUNTHALA THZHAM VENMONEY | KERALA | ₹7.2 L+₹27,072.87 (3.91%) | 2 | Rejected-AOC L2 |
| 3 | 3₹7.4 L+₹51,805 (7.48%)Rejected-AOC | ₹7.4 L+₹51,805 (7.48%) | 3 | Rejected-AOC L3 |
| 4 | 4₹7.7 L+₹78,033.65 (11.3%)Rejected-AOC | ₹7.7 L+₹78,033.65 (11.3%) | 4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Krishnakumar Krishnan Nair L3 | KAMARUDEEN N L1 | NIDHEESH GOPAL L4 | SUNIL KUMAR K L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road | |||||||
| 1.00 | OD483357/2025-2026:Construction of embankment fillingwith approved material obtained from borrow pits with a lift upto
1.5 m transporting to site, spreading, grading to required slope and compacting to meet
requirement of
Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
including
all (Without power roller) | 50.85 | cum | 800 ₹40,680 Lowest | 830 ₹42,205.5 | 956.42 ₹48,633.96 | 893 ₹45,409.05 |
| 1.00 | 4.11.2: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 and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 37.8 | cum | 2,000 ₹75,600 | 1,600 ₹60,480 Lowest | 2,260.5 ₹85,446.9 | 2,111 ₹79,795.8 |
| 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) | 56.7 | cum | 8,550 ₹4,84,785 | 8,000 ₹4,53,600 Lowest | 8,703.01 ₹4,93,460.67 | 8,128 ₹4,60,857.6 |
| 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 | 3.48 | cum | 700 ₹2,436 | 650 ₹2,262 Lowest | 857.07 ₹2,982.6 | 799 ₹2,780.52 |
| 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) | 10.73 | cum | 7,800 ₹83,694 | 8,350 ₹89,595.5 | 8,005.14 ₹85,895.15 | 7,476 ₹80,217.48 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.55 | tonne | 1,00,000 ₹55,100 | 80,000 ₹44,080 Lowest | 91,397.95 ₹50,360.27 | 85,371 ₹47,039.42 |
| 1.01 | OD483359/2025-2026:Name board | 1 | each | 2,500 ₹2,500 | 767 ₹767 Lowest | 4,244.1 ₹4,244.1 | 3,963 ₹3,963 |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
5 Mar 2026, 4:00 pmClosed
Assistant Engineer
LID EW SUB DIVISION CHENGANNUR
Annual Plan-2025-26, Chengannur Block Panchayath-PRO NO-138 Chenthattupady Thekkevilapady Road at ward 5 of Venmony GP
2026_LSGD_840725_1
2025_LSGD_AEE_33_CNGR_P138_CHE
Open Tender
Civil Works - Roads
Item Rate
180 days
Puliyoor
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,182
Yes
5 Jun 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
26 Feb 2026 - 5 Mar 2026
OD483357/2025-2026:Construction of embankment fillingwith approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 including all (Without power roller)
4.11.2: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 and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
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)
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
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD483359/2025-2026:Name board
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1417406.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 • 0.05 MB
integrity.pdf
Other Document • 0.27 MB
BOQ_1417406.xls
BOQ • 0.23 MB
viewsbd.pdf
Tender Documents • 1.89 MB
epy.pdf
Additional Documents • 0.31 MB
FN.pdf
Tender Documents • 0.32 MB
PN.pdf
Tender Documents • 0.34 MB
AN.pdf
Additional Documents • 0.32 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 .