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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.0 LAccepted-AOC | ₹99.0 L | L1 | Accepted-AOC L1 ACCEPTED |
| 2 | L2₹1.0 CrRejected-AOC | ₹1.0 Cr | L2 | Rejected-AOC L2 REJECTED |
| 3 | L3₹1.2 CrRejected-Finance | ₹1.2 Cr | L3 | Rejected-Finance L3 REJECTED |
| Sl No | Description | Qty | Unit | ABDULLA SUNAIFE C A L1 | MRSCO BUILDERS PVT LTD L2 | ERNEST ENGINEERING AND CONSTRUCTION COMPANY L3 |
|---|---|---|---|---|---|---|
| 1.00Road | ||||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.1 | Hectare | 32,135.62 ₹3,374.24 | 33,407.04 ₹3,507.74 | 39,795.18 ₹4,178.49 |
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 521.25 | cum | 10.99 ₹5,728.54 | 11.42 ₹5,952.68 | 13.61 ₹7,094.21 |
| 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 | 397.5 | cum | 6,142.72 ₹24.4 L | 6,385.75 ₹25.4 L | 7,606.84 ₹30.2 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 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 797.25 | cum | 6,492.82 ₹51.8 L | 6,749.7 ₹53.8 L | 8,040.39 ₹64.1 L |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 31.89 | tonne | 68,539.76 ₹21.9 L | 71,251.49 ₹22.7 L | 84,876.3 ₹27.1 L |
| 1.01 | 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 | 228.5 | cum | 37.3 ₹8,523.05 | 38.78 ₹8,861.23 | 46.19 ₹10,554.42 |
| 1.01 | OD3097/2025-2026:Filling with Quarry muck spreading in uniform layers with motor grader on prepared
surface, and compacting with smooth wheel roller to achieve the desired density
complete. (OD as per TS No 331/2019-20 dtd 26-09-2019 by SE) | 82.5 | cum | 971.93 ₹80,184.23 | 1,010.39 ₹83,357.18 | 1,203.6 ₹99,297 |
Tender Value
₹1.4 Cr
EMD Value
₹50,000
Closing Date
28 Jan 2026, 5:00 pmClosed
Executive Engineer
Office of the Executive Engineer,HED Kasaragod
Kasargod Development Package-KDP -2025-2026-Improvements to Chathangai ROB approach road in Chemmanad GP-General civil work 1
2026_HED_827397_1
HED/CEHED/TR/859/2024_5_1_1/1
Open Tender
Civil Works - Roads
180 days
Kasaragod
Please refer Tender documents.
13 documents required · 13 mandatory
₹5,515
Yes
₹50,000
Yes
27 Feb 2026
14 Jan 2026
30 Jan 2026
14 Jan 2026
28 Jan 2026
14 Jan 2026
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
OD3097/2025-2026:Filling with Quarry muck spreading in uniform layers with motor grader on prepared surface, and compacting with smooth wheel roller to achieve the desired density complete. (OD as per TS No 331/2019-20 dtd 26-09-2019 by SE)
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