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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC L1 ACCEPTED |
| 2 | L2₹1.4 CrRejected-AOC | ₹1.4 Cr | L2 | Rejected-AOC L2 REJECTED |
| 3 | L3₹1.4 CrRejected-Finance | ₹1.4 Cr | L3 | Rejected-Finance L3 REJECTED |
| 4 | L4₹1.4 CrRejected-Finance | ₹1.4 Cr | L4 | Rejected-Finance L4 REJECTED |
| 5 | L5₹1.5 CrRejected-Finance | ₹1.5 Cr | L5 | Rejected-Finance L5 REJECTED |
| Sl No | Description | Qty | Unit | JOY JOSEPH L8 | AHAMMEDALI.M.T. L7 | AK THOUSEEF L5 | NAMSHAD A. L4 | MRSCO BUILDERS PVT LTD L2 | NASEER PM L9 | MA ABOOBACKER AFTAB L11 | YASFA INFRASTRUCTURE PRIVATE LIMITED L10 | Ceeyech Construction Private Limited L6 | mohammed ashraf L3 | ABDULLA SUNAIFE C A L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Internal Road | ||||||||||||||
| 1.00 | 3.8.3:Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 | 4,390 | cum | 77.45 ₹3.4 L | 61.72 ₹2.7 L | 60 ₹2.6 L | 59.64 ₹2.6 L | 56.61 ₹2.5 L | 75 ₹3.3 L | 69.85 ₹3.1 L | 70 ₹3.1 L | 61.29 ₹2.7 L | 58.3 ₹2.6 L | 54.99 ₹2.4 L |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting 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 | 690 | cum | 58.85 ₹40,606.50 | 42.52 ₹29,338.80 | 42 ₹28,980 | 41.08 ₹28,345.20 | 39 ₹26,910 | 53 ₹36,570 | 48.12 ₹33,202.80 | 47 ₹32,430 | 42.22 ₹29,131.80 | 40.16 ₹27,710.40 | 37.88 ₹26,137.20 |
| 1.00 | 11.4.1.1: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 | 567.7 | cum | 6,850 ₹38.9 L | 6,749.03 ₹38.3 L | 6,650 ₹37.8 L | 6,521.24 ₹37.0 L | 6,190.14 ₹35.1 L | 7,000 ₹39.7 L | 7,638.13 ₹43.4 L | 7,550 ₹42.9 L | 6,701.61 ₹38.0 L | 6,374.74 ₹36.2 L | 6,013.16 ₹34.1 L |
| 1.00 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | 32.4 | cum | 7,950 ₹2.6 L | 7,772.98 ₹2.5 L | 7,638 ₹2.5 L | 7,510.63 ₹2.4 L | 7,129.3 ₹2.3 L | 8,000 ₹2.6 L | 8,797 ₹2.9 L | 8,700 ₹2.8 L | 7,718.37 ₹2.5 L | 7,341.91 ₹2.4 L | 6,925.46 ₹2.2 L |
| 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 | 976.8 | cum | 7,650 ₹74.7 L | 7,413.01 ₹72.4 L | 7,285 ₹71.2 L | 7,162.81 ₹70.0 L | 6,799.13 ₹66.4 L | 7,800 ₹76.2 L | 8,389.62 ₹81.9 L | 8,320 ₹81.3 L | 7,360.92 ₹71.9 L | 7,001.9 ₹68.4 L | 6,604.74 ₹64.5 L |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 40.15 | tonne | 85,036.5 ₹34.1 L | 75,304.92 ₹30.2 L | 74,010 ₹29.7 L | 72,763.26 ₹29.2 L | 69,068.88 ₹27.7 L | 80,000 ₹32.1 L | 85,225.89 ₹34.2 L | 84,400 ₹33.9 L | 74,775.8 ₹30.0 L | 71,128.66 ₹28.6 L | 67,094.13 ₹26.9 L |
| 2.00For Pipe culvert | ||||||||||||||
| 2.00 | 19.35.1:Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including
collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2
(1 cement : 2 fine sand) including testing of joints etc. complete.450 mm dia RCC pipes. | 112.5 | metre | 2,931.68 ₹3.3 L | 2,242.91 ₹2.5 L | 2,205 ₹2.5 L | 2,167.21 ₹2.4 L | 2,057.17 ₹2.3 L | 2,800 ₹3.1 L | 2,538.4 ₹2.9 L | 2,510 ₹2.8 L | 2,227.15 ₹2.5 L | 2,118.52 ₹2.4 L | 1,998.36 ₹2.2 L |
Tender Value
₹1.9 Cr
EMD Value
₹50,000
Closing Date
27 Jan 2026, 3:00 pmClosed
Executive Engineer
Office of the Executive Engineer,HED Kasaragod
Kasargod Development Package-KDP 2025-26-Construction of Internal Roads to Govt.Medical College Ukkinadukka,Kasaragod-Kasaragod LAC -Kasaragod District-General Civil work -1
2026_HED_827273_1
HED/CEHED/TR/356/2025_5_1_1/1
Open Tender
Civil Works - Roads
300 days
Kasaragod
Please refer Tender documents.
13 documents required · 13 mandatory
₹5,515
Yes
₹50,000
Yes
27 Feb 2026
13 Jan 2026
29 Jan 2026
13 Jan 2026
27 Jan 2026
13 Jan 2026
Internal Road
3.8.3:Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
3.3:Construction of Embankment with Material Obtained from Roadway Cutting 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
11.4.1.1: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
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
For Pipe culvert
19.35.1:Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.450 mm dia RCC pipes.
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