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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAdmitted-Fee/PreQual/Technical/Finance KUPPOL PERINGOME PO 670353 | PERINGOME | KANNUR | KERALA | 670353 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹8.0 L+₹35,890.84 (4.72%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹8.0 L+₹43,939.33 (5.78%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹8.4 L+₹75,530.56 (9.94%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K RAMACHANDRAN L2 | KCN CONSTRUCTION LLP L4 | MOHANAN P L1 | K AKHILESH L3 |
|---|---|---|---|---|---|---|---|
| 1.00Drainage | |||||||
| 1.00 | 3.8.1:Excavation in ordinary Rock by manual means <br> Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. | 14.53 | cum | 602.18 ₹8,750.28 | 700 ₹10,171.7 | 479 ₹6,960.35 Lowest | 608.21 ₹8,837.9 |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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 | 151.54 | cum | 47.93 ₹7,263.31 | 90 ₹13,638.6 | 45.4 ₹6,879.92 Lowest | 48.42 ₹7,337.57 |
| 1.00 | OD80353/2026-2027: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 | 28.66 | cum | 7,589.52 ₹2,17,553.59 | 8,600 ₹2,46,519 | 7,200 ₹2,06,388 Lowest | 7,666.26 ₹2,19,753.34 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 71.15 | cum | 7,713.67 ₹5,48,827.62 | 7,750 ₹5,51,412.5 | 7,400 ₹5,26,510 Lowest | 7,791.67 ₹5,54,377.32 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.07 | tonne | 88,070.13 ₹5,900.7 | 88,080 ₹5,901.36 | 77,575 ₹5,197.53 Lowest | 88,960.67 ₹5,960.36 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 0.88 | cum | 8,669.61 ₹7,663.94 Lowest | 9,000 ₹7,956 | 9,200 ₹8,132.8 | 8,757.28 ₹7,741.44 |
Tender Value
₹8.5 L
EMD Value
₹21,180
Closing Date
22 Sept 2026, 5:00 pmClosed
Asst Engineer
Office of Asst Engineer
KPGP-86/26-27-Construction of Drainage To Kaithapram -Karuvakkund Road
2026_LSGD_869127_5
AE/LIDEW/KDNPLY262701
Open Tender
Civil Works - Roads
Item Rate
180 days
Kadannappally GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,180
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 | 3.8.1:Excavation in ordinary Rock by manual means <br> Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. | 14.53 | cum | - | - |
| 1.002 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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 | 151.54 | cum | - | - |
| 1.003 | OD80353/2026-2027: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 | 28.67 | cum | - | - |
| 1.004 | 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) | 71.15 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.07 | tonne | - | - |
| 1.006 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 0.88 | cum | - | - |
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