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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAdmitted-Fee/PreQual/Technical/Finance KULATHOOR GRAMA PANCHAYAT | KASARAGOD | KERALA | 670511 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.8 L+₹10,924.32 (2.97%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.9 L+₹24,730.23 (6.73%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Syma_Constructions L3 | L BIJU L2 | ANILKUMAR S L1 |
|---|---|---|---|---|---|---|
| 1.00Murukankovil palli Road | ||||||
| 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 | 15.2 | cum | 600 ₹9,120 | 605.7 ₹9,206.64 | 592.89 ₹9,011.93 Lowest |
| 1.00 | OD121271/2026-2027: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 in prepared surface, mixing by mix in place method complete. as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. (Modified from Item 4.11.2-) | 3.8 | cum | 2,100 ₹7,980 | 2,658.54 ₹10,102.45 | 2,096.32 ₹7,966.02 Lowest |
| 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 | 4.5 | cum | 420 ₹1,890 | 394.25 ₹1,774.13 Lowest | 397.35 ₹1,788.08 |
| 1.00 | OD121224/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish,lead up to 50m and lift up to 1.5 | 26.1 | sqm | 36.75 ₹959.18 | 32.82 ₹856.6 Lowest | 33.08 ₹863.39 |
| 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) | 43.2 | cum | 8,500 ₹3,67,200 | 8,203.75 ₹3,54,402 | 7,946.52 ₹3,43,289.66 Lowest |
| 1.01 | OD121589/2026-2027:Supplying and fixing name bord of size 75*60 cm installed in appropriate place visible to the
public made of brick wall with granite plaque should be inserted and engraving letters etc
complete as per direction of dept.officers at site | 1 | each | 5,001.32 ₹5,001.32 | 2,002.77 ₹2,002.77 Lowest | 4,501.19 ₹4,501.19 |
Tender Value
Refer Docs
EMD Value
₹10,592
Closing Date
12 Oct 2026, 11:00 amClosed
Assistant Engineer
O/O The Assistant Executive Engineer Block Panchayath Ithikkara 691572
54_Murukan kovil palli Road in Vayalikkada Ward at Chathanoor GP
2026_LSGD_875777_1
2026-27/AE/LID EW/IBP/T-01
Open Tender
Civil Works - Roads
Item Rate
270 days
Ithikkara BP
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,592
Yes
17 Oct 2026
3 Oct 2026
13 Oct 2026
3 Oct 2026
12 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Murukankovil palli Road | |||||
| 1.001 | 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 | 15.2 | cum | - | - |
| 1.002 | OD121271/2026-2027: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 in prepared surface, mixing by mix in place method complete. as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. (Modified from Item 4.11.2-) | 3.8 | cum | - | - |
| 1.003 | 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 | 4.5 | cum | - | - |
| 1.004 | OD121224/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish,lead up to 50m and lift up to 1.5 | 26.1 | sqm | - | - |
| 1.005 | 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) | 43.2 | cum | - | - |
| 1.006 | OD121589/2026-2027:Supplying and fixing name bord of size 75*60 cm installed in appropriate place visible to the
public made of brick wall with granite plaque should be inserted and engraving letters etc
complete as per direction of dept.officers at site | 1 | each | - | - |
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