Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-AOC | 1 | Accepted-AOC LOWEST | |
| 2 | 2₹4.4 L+₹18,378.92 (4.35%)Rejected-AOC | 2 | Rejected-AOC SECOND |
| Sl No | Description | Qty | Unit | Ramachandran K L2 | CHENNAIYAN R L1 |
|---|---|---|---|---|---|
| 1.00Road concrete | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 39.08 | cum | 68 ₹2,657.1 | 65 ₹2,539.88 Lowest |
| 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. | 11.4 | cum | 2,500 ₹28,500 | 2,319 ₹26,436.6 Lowest |
| 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) | 17.1 | cum | 9,200 ₹1,57,320 | 8,926 ₹1,52,634.6 Lowest |
| 1.00 | OD190597/2025-2026:DRY RUBBLE MASONRY with hard stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. (Modified 75.7.1) | 37.58 | cum | 6,200 ₹2,32,965 | 5,900 ₹2,21,692.5 Lowest |
| 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. | 35.1 | cum | 460 ₹16,146 | 456 ₹16,005.6 Lowest |
| 1.01 | OD190599/2025-2026:Supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheets 1.25 mm
thick (class IIII ) fitted
with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for
strengthening the G I sheet ,
fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cement
concrete 1: 2: 4 , 30cm X
30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating
etc. complete | 1 | each | 3,700 ₹3,700 | 3,600 ₹3,600 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,588
Closing Date
14 Aug 2025, 5:00 pmClosed
AMALU V GOPAL
O/O THE ASSISTANT ENGINEER, LID AND EW, MUZHAKKUNNU GP
ROAD WORK
2025_LSGD_782555_1
259/AE/MGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
MUZHAKKUNNU GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,588
Yes
23 Sept 2025
6 Aug 2025
16 Aug 2025
6 Aug 2025
14 Aug 2025
6 Aug 2025
Amount
Road concrete
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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)
OD190597/2025-2026:DRY RUBBLE MASONRY with hard stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. (Modified 75.7.1)
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.
OD190599/2025-2026:Supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheets 1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete
Ramachandran K (BID ID -2288898)
Bidder Name
Ramachandran K
CHENNAIYAN R
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1284035.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 .