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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | ₹4.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.2 LRejected-Finance | ₹4.2 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SHIJU A L1 | CHANDU K L2 |
|---|---|---|---|---|---|
| 1.00Road Improvement | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 48.89 | cum | 60.98 ₹2,981.37 | 64 ₹3,129.02 |
| 1.00 | OD69439/2024-2025:
LATERITE DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality laterite 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 | 112.08 | cum | 2,275.97 ₹2.6 L | 2,360 ₹2.6 L |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 3.71 | cum | 7,710.8 ₹28,599.36 | 8,116 ₹30,102.24 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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 | 181.29 | cum | 440.15 ₹79,795.23 | 463 ₹83,937.73 |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 41.51 | cum | 48.07 ₹1,995.58 | 50.6 ₹2,100.61 |
| 1.01 | OD88365/2024-2025:Supplying and laying 600 mm dia NP3 RCC hume pipe including all cost ,conveyance and all labour charges etc. | 5 | metre | 3,400.14 ₹17,000.70 | 3,579 ₹17,895 |
| 1.01 | 11.4.1.2:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> I. P.C.C grade M 10<br> (ii) Nominal mix 1:3.6 (Hand mixing) | 0.78 | cum | 7,562.87 ₹5,914.16 | 7,935 ₹6,205.17 |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1 | cum | 7,100.87 ₹7,093.77 | 7,474 ₹7,466.53 |
| 2.00NAME BOARD | |||||
Tender Value
₹4.2 L
EMD Value
₹10,579
Closing Date
4 Jan 2025, 6:00 pmClosed
SECRETARY
secretary kanhangad block
MLA-SDF-Kanhangad Consituency-20203-24-improvement of erikkulam vayal road-East Side-Erikkulam vayal Road East side improvement in madikai GP-General Civil Work
2024_CRD_693892_2
SEC/KNHD/MLA/ERIKULAM VAYAL-24-25
Open Tender
Civil Works - Roads
madikai
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,579
Yes
25 May 2026
18 Dec 2024
7 Jan 2025
18 Dec 2024
4 Jan 2025
18 Dec 2024
Amount
Road Improvement
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
OD69439/2024-2025: LATERITE DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality laterite 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
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
OD88365/2024-2025:Supplying and laying 600 mm dia NP3 RCC hume pipe including all cost ,conveyance and all labour charges etc.
11.4.1.2:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> I. P.C.C grade M 10<br> (ii) Nominal mix 1:3.6 (Hand mixing)
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
NAME BOARD
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD69522/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
16.21:Engraving letters in hard stone
16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.Area less than 0.50 sqm.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
CHANDU K (BID ID -2046991)
Bidder Name
CHANDU K
SHIJU A
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