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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.6 LAccepted-AOC | ₹10.6 L | 1 | Accepted-AOC Participate Two bidders Rajan quoted 1061256.77 and mahendran K quoted 1105742.00
Lowest rate quoted by Rajan panchayath board approve the tender |
| 2 | 2₹11.1 LRejected-Finance | ₹11.1 L | 2 | Rejected-Finance Participate Two bidders Rajan quoted 1061256.77 and mahendran K quoted 1105742.00
Lowest rate quoted by Rajan panchayath board approve the tender |
| Sl No | Description | Qty | Unit | RAJAN. S L1 | K MAHENDRAN L2 |
|---|---|---|---|---|---|
| 1.00INTERLOCKING | |||||
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | 8.76 | cum | 324.82 ₹2,845.42 | 338.44 ₹2,964.73 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 17.48 | cum | 53.65 ₹937.96 | 55.9 ₹977.30 |
| 1.00 | 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. | 9.39 | cum | 1,850.34 ₹17,374.69 | 1,927.89 ₹18,102.89 |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 40.34 | cum | 2,735.35 ₹1.1 L | 2,850.01 ₹1.1 L |
| 1.00 | OD92548/2024-2025:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. Bedding with 6mm aggregate and filling joints with sand. Sand as per Table 1500.5 Bed = 60.00x3.75x 0.03 = 6.75 cum Joints = 60x0.08X0.1 = 0.48 cum (MOD 6.7.1) | 414.36 | sqm | 796.47 ₹3.3 L | 829.86 ₹3.4 L |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.87 | cum | 6,841.44 ₹19,662.30 | 7,128.21 ₹20,486.48 |
| 2.00DRAINAGE | |||||
| 2.00 | 2.5.1.A:Dismantling of Structures 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. (I) By Manual Means (A) Lime Concrete | 19.4 | cum | 679.94 ₹13,190.84 | 708.44 ₹13,743.74 |
| 2.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 49.38 | cum | 53.65 ₹2,649.51 | 55.9 ₹2,760.62 |
Tender Value
₹12.7 L
EMD Value
₹31,774
Closing Date
5 Dec 2024, 5:00 pmClosed
AEE, KANNUR BLOCK
AEE, KANNUR BLOCK PALLIKKUNNU P.O KANNUR 4
Interlock with Drainage
2024_LSGD_709779_1
AEE/LIDEW/KNR/TEN/2024/04
Open Tender
Civil Works - Roads
180 days
CHIRAKKAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,774
Yes
19 Jun 2026
27 Nov 2024
7 Dec 2024
27 Nov 2024
5 Dec 2024
27 Nov 2024
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