Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC ALAYULLA KANNAN KANDY CHANGAROTH | ₹1.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.8 LRejected-AOC | ₹1.8 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SANTHOSH MP L2 | A K SADANANDAN L1 |
|---|---|---|---|---|---|
| 1.00Concrete Road | |||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 1.12 | cum | 15.55 ₹17.49 | 15 ₹16.88 |
| 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 | 2.31 | cum | 425.79 ₹983.57 | 360 ₹831.6 |
| 1.00 | OD373618/2025-2026: 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 (modified 60.7.1) | 6.34 | cum | 4,012.3 ₹25,437.98 | 3,550 ₹22,507 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 2.92 | cum | 3,230.89 ₹9,450.35 | 3,000 ₹8,775 |
| 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) | 14.98 | cum | 9,223.7 ₹1,38,161.8 | 8,850 ₹1,32,564.15 |
| 1.01 | OD373644/2025-2026:Providing and fixing NAME BOARD with polished Marble/Granite slab of size 90cm x 65cm including lettering cost, conveyance and labour charges etc complete. | 1 | each | 3,858.15 ₹3,858.15 | 3,500 ₹3,500 |
Tender Value
₹1.7 L
EMD Value
₹4,236
Closing Date
13 Mar 2026, 10:00 amClosed
ASSISTANT ENGINEER
LID EW SUBDIVISION, PERAMBRA BLOCK PANCHAYATH
CONCRETE ROAD
2026_LSGD_843865_1
AE/PB/41/TENDER/2025-2026
Open Tender
Civil Works - Roads
365 days
CHAKKITAPARA GP
Please refer Tender documents.
12 documents required · 12 mandatory
₹555
Yes
₹4,236
Yes
22 Jun 2026
5 Mar 2026
16 Mar 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
Concrete Road
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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
OD373618/2025-2026: 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 (modified 60.7.1)
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
OD373644/2025-2026:Providing and fixing NAME BOARD with polished Marble/Granite slab of size 90cm x 65cm including lettering cost, conveyance and labour charges etc complete.
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1424544.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
AQUDSANNIT2.pdf
Tender Documents • 0.03 MB
TenderConditions.pdf
Other Document • 0.17 MB
BOQ_1424544.xls
BOQ • 0.30 MB
SINGLETENDER.pdf
PDF • 0.02 MB
Download all tender documents and submit your bid