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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAdmitted-Fee/PreQual/Technical/Finance KUPPOL PERINGOME PO 670353 | PERINGOME | KANNUR | KERALA | 670353 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.5 L+₹18,625.73 (4.31%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.5 L+₹19,346.98 (4.48%)Admitted-Fee/PreQual/Technical/Finance NELLIPARA PO 670571 | KANNUR | KERALA | 670571 | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹4.7 L+₹33,893.17 (7.85%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹4.8 L+₹48,392.38 (11.2%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K RAMACHANDRAN L4 | KCN CONSTRUCTION LLP L5 | MOHANAN P L1 | K AKHILESH L2 | MAHESH L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Drainage | ||||||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 94.71 | cum | 49.48 ₹4,686.25 | 51.02 ₹4,832.1 | 46 ₹4,356.66 Lowest | 47.86 ₹4,532.82 | 47.95 ₹4,541.34 |
| 1.00 | OD100113/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings
and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal
mix 1:3:6 | 14.63 | cum | 7,834.29 ₹1,14,615.66 | 8,078.25 ₹1,18,184.8 | 7,250 ₹1,06,067.5 Lowest | 7,577.4 ₹1,10,857.36 | 7,593.55 ₹1,11,093.64 |
| 1.00 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 34.65 | cum | 7,962.45 ₹2,75,898.89 | 8,210.4 ₹2,84,490.36 | 7,400 ₹2,56,410 Lowest | 7,701.36 ₹2,66,852.12 | 7,717.4 ₹2,67,407.91 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 0.68 | cum | 8,949.22 ₹6,121.27 | 9,227.9 ₹6,311.88 | 8,200 ₹5,608.8 Lowest | 8,655.77 ₹5,920.55 | 8,674 ₹5,933.02 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.05 | tonne | 90,910.5 ₹4,363.7 | 93,741.49 ₹4,499.59 | 80,000 ₹3,840 Lowest | 87,929.52 ₹4,220.62 | 87,950 ₹4,221.6 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 6.93 | cum | 8,647.96 ₹59,930.36 | 8,917.26 ₹61,796.61 | 8,000 ₹55,440 Lowest | 8,364.39 ₹57,965.22 | 8,351 ₹57,872.43 |
Tender Value
₹4.8 L
EMD Value
₹12,003
Closing Date
22 Sept 2026, 5:00 pmClosed
Asst Engineer
Office of Asst Engineer
KPGP107/26-27 Drainage works to kanaramvayal link road
2026_LSGD_869127_7
AE/LIDEW/KDNPLY262701
Open Tender
Civil Works - Roads
Item Rate
180 days
Kadannappally GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,060
Yes
₹12,003
Yes
25 Sept 2026
14 Sept 2026
24 Sept 2026
14 Sept 2026
22 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drainage | |||||
| 1.001 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 94.71 | cum | - | - |
| 1.002 | OD100113/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings
and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal
mix 1:3:6 | 14.63 | cum | - | - |
| 1.003 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 34.65 | cum | - | - |
| 1.004 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 0.68 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.05 | tonne | - | - |
| 1.006 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 6.93 | cum | - | - |
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