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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.8 LAccepted-AOC | ₹36.8 L | L1 | Accepted-AOC L1 ACCEPTED |
| 2 | L2₹36.9 L+₹10,210.60 (0.28%)Rejected-AOC | ₹36.9 L+₹10,210.60 (0.28%) | L2 | Rejected-AOC L2 REJECTED |
| 3 | L3₹37.9 L+₹1.1 L (2.95%)Rejected-Finance | ₹37.9 L+₹1.1 L (2.95%) | L3 | Rejected-Finance L3 Rejected |
| 4 | L4₹41.5 L+₹4.7 L (12.8%)Rejected-Finance | ₹41.5 L+₹4.7 L (12.8%) | L4 | Rejected-Finance L4 Rejected |
| Sl No | Description | Qty | Unit | ABOOBACKER SIDDIK S U L2 | ERNEST ENGINEERING AND CONSTRUCTION COMPANY L3 | MUHAMMAD NOWFAL N A L4 | safwan c L1 |
|---|---|---|---|---|---|---|---|
| 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 | 0.02 | Hectare | 38,594.64 ₹926.27 Lowest | 39,622.41 ₹950.94 | 43,414.54 ₹1,041.95 | 41,702.4 ₹1,000.86 |
| 1.00 | 2.3.A.1:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. A. Lead upto 100 m (i) Girth above 300 mm to 600 mm | 4 | each | 593.96 ₹2,375.84 | 609.78 ₹2,439.12 | 668.13 ₹2,672.52 | 592.32 ₹2,369.28 Lowest |
| 1.00 | 2.7.E:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(E) Dismantling Stone Pitching / Dry Stone Spalls | 63 | cum | 355.16 ₹22,375.08 | 364.62 ₹22,971.06 | 399.52 ₹25,169.76 | 354.18 ₹22,313.34 Lowest |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 40 | sqm | 13.12 ₹524.8 | 13.47 ₹538.8 | 14.76 ₹590.4 | 13.03 ₹521.2 Lowest |
| 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 | 982.7 | cum | 44.8 ₹44,024.96 | 45.99 ₹45,194.37 | 50.39 ₹49,518.25 | 44.67 ₹43,897.21 Lowest |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits 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 | 38.17 | cum | 542.17 ₹20,694.63 | 556.61 ₹21,245.8 | 609.88 ₹23,279.12 | 540.68 ₹20,637.76 Lowest |
| 1.01 | OD285/2025-2026: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) | 18.75 | cum | 1,167.29 ₹21,886.69 | 1,198.37 ₹22,469.44 | 1,313.06 ₹24,619.88 | 955.68 ₹17,919 Lowest |
| 1.01 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 26.25 | cum | 2,036.91 ₹53,468.89 | 2,091.15 ₹54,892.69 | 2,291.29 ₹60,146.36 | 2,031.25 ₹53,320.31 Lowest |
| 1.01 | 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 | 17.5 | cum | 7,377.36 ₹1,29,103.8 | 7,573.81 ₹1,32,541.68 | 8,298.68 ₹1,45,226.9 | 7,357.03 ₹1,28,748.03 Lowest |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
2 Jun 2026, 5:00 pmClosed
Executive Engineer
Office of Executive Engineer,Harbour Engineering Division Kasaragod
GENERAL-UCR- Improvements of Aduka Hulasinadi - Aduka valak road in ward No. 12 of Mangalpady panchayat in Kasaragod-Adkaolack road-General Civil Work
2026_HED_851830_1
HED/CEHED/TR/267/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
240 days
Aduka Hulasinadi
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
13 Jul 2026
19 May 2026
4 Jun 2026
19 May 2026
2 Jun 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 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 | - | Hectare | - | - |
| 1.002 | 2.3.A.1:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. A. Lead upto 100 m (i) Girth above 300 mm to 600 mm | - | each | - | - |
| 1.003 | 2.7.E:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(E) Dismantling Stone Pitching / Dry Stone Spalls | - | cum | - | - |
| 1.004 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits 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 | - | cum | - | - |
| 1.007 | OD285/2025-2026: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) | - | cum | - | - |
| 1.008 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | - | cum | - | - |
| 1.009 | 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 | - | cum | - | - |
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