Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹4.7 L−₹1.2 L (20.2%)Accepted-AOC | ₹4.7 L−₹1.2 L (20.2%) | L2 | Accepted-AOC lowest |
| 2 | L1₹5.9 LRejected-AOC KAREDATH H KIDANGOOR P O ANGAMALY PIN 683572 | ANGAMALY | ERNAKULAM | KERALA | 683572 | ₹5.9 L | L1 | Rejected-AOC highest |
| 3 | L3₹6.1 L+₹15,788 (2.66%)Rejected-AOC | ₹6.1 L+₹15,788 (2.66%) | L3 | Rejected-AOC highest |
| 4 | L4₹5.0 L−₹90,672.22 (15.3%)Rejected-AOC | ₹5.0 L−₹90,672.22 (15.3%) | L4 | Rejected-AOC highest |
| Sl No | Description | Qty | Unit | P P Sukumaran L1 | JOY KURIAN L3 | SEYO. N.U. L4 | yosaf P K L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road Concreting | |||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 108.9 | cum | 51.1 ₹5,564.79 Lowest | 64.04 ₹6,973.96 | 72.72 ₹7,919.21 | 54.2 ₹5,902.38 |
| 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. (ii) Using Gravel mix soil. | 36.3 | cum | 1,850.97 ₹67,190.21 Lowest | 2,319.8 ₹84,208.74 | 2,419.8 ₹87,838.74 | 1,964.8 ₹71,322.24 |
| 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) | 54.45 | cum | 7,122.18 ₹3,87,802.7 Lowest | 8,926.16 ₹4,86,029.41 | 9,126.36 ₹4,96,930.3 | 7,560.4 ₹4,11,663.78 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with 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 | 10.71 | cum | 492.7 ₹5,276.82 Lowest | 617.78 ₹6,616.42 | 637.58 ₹6,828.48 | 523.2 ₹5,603.47 |
| 1.00 | OD190447/2025-2026:Providing and fixing 8mm thick granite 0.75mX0.6cm in size on solid block precast concrete block masonry wall, neatly plastered with 1:4 cement plastering.
Earthwork excavation for foundation and laying 30cmX20cmX20cm Pre cast concrete solid block masonry in foundation of size 1.00mX0.30mX0.40m and wall masonry with same of size 0.80mX0.20mX0.80m. Plastering the wall with cement mortar 1:4 and placing Granite stone 0.75mX0.60m size with engraving of letters etc. and completing the work by painting emulsion paint with two coat of primer on the plastered surface. All work as directed by engineer in charge. | 1 | 1 nos | 6,782.15 ₹6,782.15 Lowest | 8,728.96 ₹8,728.96 | 8,828.96 ₹8,828.96 | 7,393.4 ₹7,393.4 |
Tender Value
Refer Docs
EMD Value
₹14,814
Closing Date
30 Aug 2025, 1:00 pmClosed
NIMIL R T
Office of AEE LSGD Iritty Block Panchayat
Annual Plan-Iritty Block Panchayat Project no.38/2025- 26-Kakkathodu Mundayamparambu Kshetram Kanjikkandam Bypass Road Concrete in Ayyankunnu GP Ch0/220km to Ch0/321km-General Civil Work
2025_LSGD_790163_1
DB/TEN/02/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Iritty
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,310
Yes
₹14,814
Yes
16 Jun 2026
23 Aug 2025
2 Sept 2025
23 Aug 2025
30 Aug 2025
23 Aug 2025
Amount
Road Concreting
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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. (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)
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with 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
OD190447/2025-2026:Providing and fixing 8mm thick granite 0.75mX0.6cm in size on solid block precast concrete block masonry wall, neatly plastered with 1:4 cement plastering. Earthwork excavation for foundation and laying 30cmX20cmX20cm Pre cast concrete solid block masonry in foundation of size 1.00mX0.30mX0.40m and wall masonry with same of size 0.80mX0.20mX0.80m. Plastering the wall with cement mortar 1:4 and placing Granite stone 0.75mX0.60m size with engraving of letters etc. and completing the work by painting emulsion paint with two coat of primer on the plastered surface. All work as directed by engineer in charge.
yosaf P K (BID ID -2316409)
JOY KURIAN (BID ID -2315522)
SEYO. N.U. (BID ID -2316049)
Bidder Name
P P Sukumaran
yosaf P K
JOY KURIAN
SEYO. N.U.
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1302033.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
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 .