Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC DIAMOND NR CHELORA HEALTH CENTER MATHUKKOTH VARAM KANNUR KERALA 670504 | KANNUR | KANNUR | KERALA | 670504 | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.1 L+₹19,426.78 (4.94%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | PONNATTIL DEVELOPERS PVT LTD L2 | Santhosh Kumar T L1 |
|---|---|---|---|---|---|
| 1.00INTERLOCK | |||||
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders 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. | 45 | cum | 609.91 ₹27,445.95 | 579.41 ₹26,073.45 Lowest |
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 46.35 | cum | 64.04 ₹2,968.25 | 60.83 ₹2,819.47 Lowest |
| 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 | 0.9 | cum | 218.5 ₹196.65 Lowest | 391.45 ₹352.31 |
| 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. | 29.58 | cum | 2,319.8 ₹68,615.04 | 2,203.8 ₹65,184 Lowest |
| 1.00 | OD309931/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm
as per drawings and Technical Specification Clause 1504.Bedding with 6 mm aggregate and filling joints with sand .sand as per table 1500.5
Bed= 60.00 x 3.75 x 0.03 = 6.75 cum
Joints = 60 x 0.08 x 0.1 = 0.48 cum | 268.33 | per sqm | 1,002.72 ₹2,69,056.85 | 952.58 ₹2,55,602.93 Lowest |
| 1.01 | 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) | 5.14 | cum | 8,700 ₹44,761.5 | 8,471.39 ₹43,585.3 Lowest |
Tender Value
₹4.1 L
EMD Value
₹10,358
Closing Date
31 Dec 2025, 6:00 pmClosed
ASSISTANT ENGINEER
LID EW SECTION PAPPINISSERI GP
Annual Plan-Pappinisseri GP Proj No 180/2026-Kadanjeri Dharmakkinar Interlock-General Civil Work
2025_LSGD_823530_13
12/2025/AE/LIDEWPPSY
Open Tender
Civil Works - Roads
Item Rate
180 days
PAPPINISSERI GP
please refer tender documents
7 documents required · 7 mandatory
₹915
₹10,358
Yes
28 Jan 2026
24 Dec 2025
3 Jan 2026
24 Dec 2025
31 Dec 2025
24 Dec 2025
Amount
INTERLOCK
3.14:Construction of Subgrade and Earthen Shoulders 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.
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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.
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
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.
OD309931/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.Bedding with 6 mm aggregate and filling joints with sand .sand as per table 1500.5 Bed= 60.00 x 3.75 x 0.03 = 6.75 cum Joints = 60 x 0.08 x 0.1 = 0.48 cum
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)
PONNATTIL DEVELOPERS PVT LTD (BID ID -2450789)
Bidder Name
PONNATTIL DEVELOPERS PVT LTD
Santhosh Kumar T
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1380611.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
viewsbd.pdf
Tender Documents • 1.79 MB
viewnit.pdf
Other Document • 0.03 MB
BOQ_1380611.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 .