Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | L1 | Accepted-AOC Lowest rate and hence the work is awarded to the contractor vide Resolution No 1(02) dtd 10/09/2025 of Vechoor GP | |
| 2 | L2₹1.7 L+₹130.98 (0.08%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Shaji.P.S L1 | Joseph Joseph L2 |
|---|---|---|---|---|---|
| 1.00drain pipe | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 10.54 | cum | 441.25 ₹4,650.78 Lowest | 445.25 ₹4,692.94 |
| 1.00 | OD80622/2025-2026:Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including
collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2
(1 cement : 2 fine sand) including testing of joints etc. complete.
600 mm dia RCC pipes. | 7.5 | metre | 3,986 ₹29,895 Lowest | 3,988 ₹29,910 |
| 1.00 | OD80623/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 24.9 | cum | 4,160.21 ₹1,03,580.91 Lowest | 4,162.21 ₹1,03,630.7 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.56 | cum | 9,186.7 ₹5,172.11 Lowest | 9,187.7 ₹5,172.68 |
| 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. | 9.16 | cum | 650.3 ₹5,960 Lowest | 652.5 ₹5,980.16 |
| 1.01 | OD100555/2025-2026:Granular sub-base/base/surface course with local materials ( QUARRY MUCK) (Table 400.13)
by mix in place method normal. Construction of granular sub-base by providing local material
spreading in uniform layers on prepared surface, mixing by mix in place method and
compacting by three wheel 80-100 KN static roller to achieve the desired density complete as
per Clause 401.4 as per Technical Specification Clause 408. Using Quarry waste (with power
roller) (MORD) | 2.4 | cum | 1,254 ₹3,009.6 Lowest | 1,255 ₹3,012 |
| 1.01 | 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) | 1.8 | cum | 9,563.7 ₹17,214.66 Lowest | 9,564.2 ₹17,215.56 |
Tender Value
₹1.7 L
EMD Value
₹4,237
Closing Date
3 Sept 2025, 5:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer,LID and EW section,Vechoor Grama Panchayat
Annual Plan-Vechoor GP -Project No 198/25 26-Pipe laying across Kadappalli Kadamattu road and construction of protection wall
2025_LSGD_790018_1
19/AE/LIDEW/VCHR/25-26/198
Open Tender
Civil Works - Roads
Item Rate
180 days
Vechoor GP
Please refer tender documents
9 documents required · 9 mandatory
₹555
₹4,237
7 Oct 2025
26 Aug 2025
9 Sept 2025
26 Aug 2025
3 Sept 2025
26 Aug 2025
Amount
drain pipe
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD80622/2025-2026:Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 600 mm dia RCC pipes.
OD80623/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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.
OD100555/2025-2026:Granular sub-base/base/surface course with local materials ( QUARRY MUCK) (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place method and compacting by three wheel 80-100 KN static roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using Quarry waste (with power roller) (MORD)
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)
Joseph Joseph (BID ID -2323999)
Bidder Name
Shaji.P.S
Joseph Joseph
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1301734.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
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 .