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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹10.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹10.8 L+₹36,321.45 (3.50%)Admitted-Fee/PreQual/Technical/Finance | ₹10.8 L+₹36,321.45 (3.50%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹10.9 L+₹53,214.83 (5.12%)Admitted-Fee/PreQual/Technical/Finance | ₹10.9 L+₹53,214.83 (5.12%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹11.1 L+₹74,343.49 (7.16%)Admitted-Fee/PreQual/Technical/Finance PILICODE VILLAGE PILICODE GRAMA PANCHAYATH | ₹11.1 L+₹74,343.49 (7.16%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹11.4 L+₹1.1 L (10.1%)Admitted-Fee/PreQual/Technical/Finance | ₹11.4 L+₹1.1 L (10.1%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | mvkunhikoran L6 | V V Manojan L7 | BABU M JOSEPH L3 | PADMANABHAN P M L2 | SUNIL KUMAR C L8 | V BHASKARAN L4 | C M ABDUL RAHIMAN L9 | E RAVEENDRAN L1 | MUHAMMED UNAISE L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||||||||
| 1.00 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 0.58 | cum | 667.4 ₹384.42 | 671 ₹386.5 | 628 ₹361.73 | 618.28 ₹356.13 | 679.48 ₹391.38 | 640.14 ₹368.72 | 698.86 ₹402.54 | 597.39 ₹344.1 | 550 ₹316.8 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 | 31.5 | cum | 45.46 ₹1,431.99 | 45 ₹1,417.5 | 42 ₹1,323 | 41.82 ₹1,317.33 | 46.28 ₹1,457.82 | 43.29 ₹1,363.64 | 47.54 ₹1,497.51 | 40.4 ₹1,272.6 Lowest | 55 ₹1,732.5 |
| 1.00 | 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. | 168.5 | cum | 543.13 ₹91,517.41 | 546 ₹92,001 | 511 ₹86,103.5 | 503.48 ₹84,836.38 | 552.96 ₹93,173.76 | 521.28 ₹87,835.68 | 568.07 ₹95,719.8 | 486.47 ₹81,970.2 Lowest | 543.01 ₹91,497.19 |
| 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 | 10.5 | cum | 7,485.75 ₹78,600.38 | 7,536 ₹79,128 | 7,053 ₹74,056.5 | 6,943.76 ₹72,909.48 | 7,621.24 ₹80,023.02 | 7,189.33 ₹75,487.97 | 7,829.55 ₹82,210.28 | 6,709.19 ₹70,446.5 Lowest | 7,392.56 ₹77,621.88 |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 44.09 | cum | 7,315.6 ₹3,22,530.17 | 7,365 ₹3,24,708.12 | 6,893 ₹3,03,898.58 | 6,785.51 ₹2,99,159.56 | 7,448.01 ₹3,28,367.86 | 7,025.47 ₹3,09,738.92 | 7,651.59 ₹3,37,343.3 | 6,556.28 ₹2,89,053.27 Lowest | 7,224.08 ₹3,18,495.24 |
| 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 IV. R.C.C grade M 20 | 19.37 | cum | 8,222.21 ₹1,59,288.87 | 8,278 ₹1,60,369.69 | 7,747 ₹1,50,082.63 | 7,626.82 ₹1,47,754.38 | 8,371.03 ₹1,62,171.96 | 7,896.54 ₹1,52,979.67 | 8,599.83 ₹1,66,604.51 | 7,369.18 ₹1,42,763.12 Lowest | 8,119.77 ₹1,57,304.3 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.54 | cum | 7,636.59 ₹19,358.76 | 7,691 ₹19,496.69 | 7,199 ₹18,249.47 | 7,086.44 ₹17,964.13 | 7,778.1 ₹19,717.48 | 7,337.05 ₹18,599.42 | 7,990.7 ₹20,256.42 | 6,847.05 ₹17,357.27 Lowest | 7,544.47 ₹19,125.23 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.63 | tonne | 83,525.16 ₹1,36,146.01 | 84,091 ₹1,37,068.33 | 78,706 ₹1,28,290.78 | 77,477.71 ₹1,26,288.67 | 85,036.92 ₹1,38,610.18 | 80,217.76 ₹1,30,754.95 | 87,361.27 ₹1,42,398.87 | 74,860.46 ₹1,22,022.55 Lowest | 82,494.14 ₹1,34,465.45 |
| 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. | 25 | cum | 2,066.84 ₹51,671 | 2,080 ₹52,000 | 1,947 ₹48,675 | 1,917.16 ₹47,929 | 2,104.26 ₹52,606.5 | 1,984.96 ₹49,624 | 2,161.76 ₹54,044 | 1,852.39 ₹46,309.75 Lowest | 1,953.77 ₹48,844.25 |
Tender Value
₹13.1 L
EMD Value
₹32,782
Closing Date
19 Sept 2026, 6:00 pmClosed
Assistant Execurtive Engineer
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
Road Concrete
2026_LSGD_868752_1
53/2026-27
Open Tender
Civil Works - Roads
Percentage
180 days
PILICODE
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹32,782
Yes
22 Sept 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
19 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETING | |||||
| 1.001 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 0.58 | cum | - | - |
| 1.002 | 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 | 31.5 | cum | - | - |
| 1.003 | 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. | 168.5 | 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 | 10.5 | cum | - | - |
| 1.005 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 44.09 | cum | - | - |
| 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 IV. R.C.C grade M 20 | 19.37 | cum | - | - |
| 1.007 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.54 | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.63 | tonne | - | - |
| 1.009 | 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. | 25 | cum | - | - |
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