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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.8 LAccepted-AOC KASARAGOD | KASARAGOD | KASARAGOD | KERALA | ₹56.8 L | L1 | Accepted-AOC L1 Accepted |
| 2 | L2₹58.4 L+₹1.6 L (2.76%)Rejected-AOC | ₹58.4 L+₹1.6 L (2.76%) | L2 | Rejected-AOC L2 Rejected |
| 3 | L3₹59.6 L+₹2.8 L (4.87%)Rejected-Finance | ₹59.6 L+₹2.8 L (4.87%) | L3 | Rejected-Finance L3 REJECTED |
| 4 | L4₹60.0 L+₹3.2 L (5.64%)Rejected-Finance ALOOR THAYALTHOTTY HOUSE MULIYAR | ₹60.0 L+₹3.2 L (5.64%) | L4 | Rejected-Finance L4 REJECTED |
| 5 | L5₹60.1 L+₹3.3 L (5.86%)Rejected-Finance | ₹60.1 L+₹3.3 L (5.86%) | L5 | Rejected-Finance L5 REJECTED |
| Sl No | Description | Qty | Unit | KABEER P M L17 | CM ASHARAF L10 | JOY JOSEPH L16 | KUNJAR CONSTRUCTIONS PRIVATE LIMITED L7 | ABDULLA A T L4 | AHAMAD MASHOOD K L8 | SAYID SUHAIB C A L5 | MUFEED K K L18 | MOHAMMED HANEEF L15 | HRM Enterprises L1 | MAHJOOB C M L6 | ABDUL KHADER SHEHEEM L11 | MUHAMMAD NOWFAL N A L2 | ABDULRAHIMAN P L9 | MUHAMMED MUBARIS M T L12 | ABDUL LATHIEF M A L14 | ERNEST ENGINEERING AND CONSTRUCTION COMPANY L3 | MUHAMAD RASHID K L13 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 0.12 | Hectare | 41,199.51 ₹4,861.54 | 40,000 ₹4,720 | 40,314 ₹4,757.05 | 33,212.12 ₹3,919.03 | 31,878.68 ₹3,761.68 | 33,318.44 ₹3,931.58 | 31,945.13 ₹3,769.53 | 44,300.55 ₹5,227.46 | 35,932.18 ₹4,240 | 30,177.53 ₹3,560.95 | 34,000 ₹4,012 | 34,953.13 ₹4,124.47 | 31,009.94 ₹3,659.17 | 30,000 ₹3,540 Lowest | 35,396.14 ₹4,176.74 | 35,493.6 ₹4,188.24 | 31,648.31 ₹3,734.5 | 35,041.74 ₹4,134.93 |
| 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. | 440.4 | cum | 14.09 ₹6,205.24 | 15 ₹6,606 | 15.38 ₹6,773.35 | 11.36 ₹5,002.94 | 10.9 ₹4,800.36 | 11.39 ₹5,016.16 | 10.92 ₹4,809.17 | 15.15 ₹6,672.06 | 12.29 ₹5,412.52 | 10.32 ₹4,544.93 Lowest | 14.69 ₹6,469.48 | 11.95 ₹5,262.78 | 10.6 ₹4,668.24 | 11 ₹4,844.4 | 12.1 ₹5,328.84 | 12.32 ₹5,425.73 | 10.82 ₹4,765.13 | 11.98 ₹5,275.99 |
| 1.00 | OD4632/2024-2025: od1668/2018_2019 :GSB using Quarry Waste ,Construction of granular sub-base by providing quarry waste spreading in uniform layers with motor grader on prepared surface, and compacting with smooth wheel roller to achieve the desired density complete. (Arrived vide LSGD OD no. 51.78.4) (Approved as per TS NO 331/2019-20 dated 26-09-2019) | 235.2 | cum | 1,246.07 ₹2,93,075.66 | 1,500 ₹3,52,800 | 1,080 ₹2,54,016 | 1,004.49 ₹2,36,256.05 | 964.16 ₹2,26,770.43 | 1,007.71 ₹2,37,013.39 | 966.17 ₹2,27,243.18 | 800 ₹1,88,160 Lowest | 1,086.76 ₹2,55,605.95 | 912.71 ₹2,14,669.39 | 1,139.86 ₹2,68,095.07 | 1,057.15 ₹2,48,641.68 | 937.89 ₹2,20,591.73 | 1,050 ₹2,46,960 | 1,070.55 ₹2,51,793.36 | 1,069.24 ₹2,51,485.25 | 957.2 ₹2,25,133.44 | 1,059.83 ₹2,49,272.02 |
| 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 | 298.6 | cum | 7,875.28 ₹23,51,558.61 | 6,000 ₹17,91,600 | 7,706 ₹23,01,011.6 | 6,348.49 ₹18,95,659.11 | 6,093.6 ₹18,19,548.96 | 6,368.81 ₹19,01,726.67 | 6,106.3 ₹18,23,341.18 | 8,400 ₹25,08,240 | 6,868.43 ₹20,50,913.2 | 5,768.42 ₹17,22,450.21 Lowest | 5,950 ₹17,76,670 | 6,681.28 ₹19,95,030.21 | 5,927.54 ₹17,69,963.44 | 6,500 ₹19,40,900 | 7,500 ₹22,39,500 | 6,784.59 ₹20,25,878.57 | 6,049.57 ₹18,06,401.6 | 6,698.22 ₹20,00,088.49 |
| 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 & 1203<br>V. R.C.C. grade M 25 | 445.4 | cum | 9,070.1 ₹40,39,822.54 | 7,820 ₹34,83,028 | 8,875 ₹39,52,925 | 7,311.67 ₹32,56,617.82 | 7,018.11 ₹31,25,866.19 | 7,335.08 ₹32,67,044.63 | 7,032.74 ₹31,32,382.4 | 8,900 ₹39,64,060 | 7,910.5 ₹35,23,336.7 | 6,643.6 ₹29,59,059.44 Lowest | 7,550 ₹33,62,770 | 7,694.96 ₹34,27,335.18 | 6,826.86 ₹30,40,683.44 | 7,600 ₹33,85,040 | 7,792.49 ₹34,70,775.05 | 7,813.94 ₹34,80,328.88 | 6,967.4 ₹31,03,279.96 | 7,714.46 ₹34,36,020.48 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 11.58 | tonne | 87,871.49 ₹10,17,551.85 | 65,000 ₹7,52,700 | 88,711 ₹10,27,273.38 | 70,835.76 ₹8,20,278.1 | 67,991.74 ₹7,87,344.35 | 71,062.52 ₹8,22,903.98 | 68,133.47 ₹7,88,985.58 | 90,000 ₹10,42,200 | 76,637.16 ₹8,87,458.31 | 64,363.5 ₹7,45,329.33 | 66,000 ₹7,64,280 | 74,549.04 ₹8,63,277.88 | 66,138.88 ₹7,65,888.23 | 65,000 ₹7,52,700 | 50,000 ₹5,79,000 Lowest | 75,701.76 ₹8,76,626.38 | 67,500.42 ₹7,81,654.86 | 74,738.01 ₹8,65,466.16 |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 72.78 | cum | 571.39 ₹41,585.76 | 400 ₹29,112 Lowest | 573 ₹41,702.94 | 460.62 ₹33,523.92 | 442.12 ₹32,177.49 | 462.09 ₹33,630.91 | 443.04 ₹32,244.45 | 614.4 ₹44,716.03 | 498.34 ₹36,269.19 | 418.52 ₹30,459.89 | 583.68 ₹42,480.23 | 484.76 ₹35,280.83 | 430.07 ₹31,300.49 | 475 ₹34,570.5 | 490.91 ₹35,728.43 | 504.89 ₹36,745.89 | 438.93 ₹31,945.33 | 485.99 ₹35,370.35 |
Tender Value
₹83.4 L
EMD Value
₹50,000
Closing Date
24 Jun 2026, 5:00 pmClosed
Executive Engineer
Office of The Executive Engineer, HED Kasaragod
DEPOSIT- Industries Department - Kasaragod - 2025-26 - Construction of Internal Road at DP Chattanchal - General Civil Work - nil
2026_HED_855320_1
HED/CEHED/TR/833/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Chattanchal
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
2 Sept 2026
10 Jun 2026
27 Jun 2026
10 Jun 2026
24 Jun 2026
10 Jun 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 | 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. | 1 | cum | - | - |
| 1.003 | OD4632/2024-2025: od1668/2018_2019 :GSB using Quarry Waste ,Construction of granular sub-base by providing quarry waste spreading in uniform layers with motor grader on prepared surface, and compacting with smooth wheel roller to achieve the desired density complete. (Arrived vide LSGD OD no. 51.78.4) (Approved as per TS NO 331/2019-20 dated 26-09-2019) | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25 | 1 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.007 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | cum | - | - |
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