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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.4 LAccepted-AOC | 1 | Accepted-AOC lowest | |
| 2 | 2₹3.5 L+₹9,163.23 (2.71%)Rejected-Finance | 2 | Rejected-Finance higher |
| Sl No | Description | Qty | Unit | V.M.MAJEED L1 | PRASEED P.T L2 |
|---|---|---|---|---|---|
| 1.00DRAINAGE | |||||
| 1.00 | 2.5.1.B: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> (I) By Manual Means <br> (B) Cement Concrete | 0.85 | cum | 1,230.92 ₹1,041.36 Lowest | 1,253.95 ₹1,060.84 |
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> 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.<br> (D) Dry Rubble Masonry | 1.65 | cum | 475.46 ₹782.13 Lowest | 799.84 ₹1,315.74 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 35.17 | cum | 440.5 ₹15,492.39 Lowest | 551.5 ₹19,396.26 |
| 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. <br>(ii) Using Gravel mix soil. | 0.61 | cum | 2,481.07 ₹1,518.41 Lowest | 2,584.36 ₹1,581.63 |
| 1.00 | 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) | 1.86 | cum | 9,180.73 ₹17,057.8 Lowest | 9,754.85 ₹18,124.51 |
| 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 | 3.6 | cum | 8,945 ₹32,237.78 Lowest | 9,154.53 ₹32,992.93 |
| 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 | 18.95 | cum | 9,870.41 ₹1,87,004.79 Lowest | 9,987.64 ₹1,89,225.83 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.82 | tonne | 1,00,407.11 ₹82,534.64 Lowest | 1,01,137.21 ₹83,134.79 |
Tender Value
₹3.4 L
EMD Value
₹8,457
Closing Date
18 Oct 2025, 4:00 pmClosed
AE LSGD
AE LSGD LID EW Section Panachery GP
334/2025-2026 PANANCHERY G.P-CHANOTH ROAD DRAINAGE WARD-2
2025_LSGD_807445_9
07/25-26/AE/LIDEW/PCY/PHASEVII
Open Tender
Civil Works - Roads
Item Rate
PANANCHERY PANCHAYATH
Please refer Tender documents.
9 documents required · 9 mandatory
₹750
Yes
₹8,457
Yes
15 Nov 2025
10 Oct 2025
21 Oct 2025
10 Oct 2025
18 Oct 2025
10 Oct 2025
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