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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹38.6 LAccepted-AOC NOT AVAILABLE | ₹38.6 L | 1 | Accepted-AOC Lowest Bid |
| 2 | 2₹40.0 L+₹1.5 L (3.85%)Rejected-Finance | ₹40.0 L+₹1.5 L (3.85%) | 2 | Rejected-Finance Second Lowest |
| 3 | 3₹41.0 L+₹2.5 L (6.44%)Rejected-Finance | ₹41.0 L+₹2.5 L (6.44%) | 3 | Rejected-Finance Third Lowest |
| Sl No | Description | Qty | Unit | C.V.RAJESH L2 | RIDSON N.R L3 | Jaiju Jayaprakash L1 |
|---|---|---|---|---|---|---|
| 1.00Drain | ||||||
| 1.00 | 2.5.2.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.(II) By Mechanical Means (A) Cement Concrete | 4.13 | cum | 742.99 ₹3,067.06 | 985 ₹4,066.08 | 715.48 ₹2,953.5 Lowest |
| 1.00 | 2.7.D: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. (D) Dry Rubble Masonry | 62.79 | cum | 454.03 ₹28,507.64 | 799 ₹50,167.61 | 437.22 ₹27,452.17 Lowest |
| 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 | 218.3 | cum | 417.21 ₹91,076.94 | 463 ₹1,01,072.9 | 401.76 ₹87,704.21 Lowest |
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 18 | cum | 890.02 ₹16,020.36 | 1,167 ₹21,006 | 857.07 ₹15,427.26 Lowest |
| 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 | 24.81 | cum | 8,506.37 ₹2,11,043.04 | 8,965 ₹2,22,421.65 | 8,191.33 ₹2,03,226.9 Lowest |
| 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 | 189.89 | cum | 9,343.25 ₹17,74,189.74 | 9,198 ₹17,46,608.22 | 8,997.21 ₹17,08,480.21 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 19.43 | tonne | 94,913.25 ₹18,44,069.53 | 98,876 ₹19,21,061.8 | 91,397.95 ₹17,75,770.77 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. | 2.11 | cum | 2,347.44 ₹4,953.1 | 3,240 ₹6,836.4 | 2,260.5 ₹4,769.66 Lowest |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 3.17 | cum | 9,037.74 ₹28,604.45 | 9,110 ₹28,833.15 | 8,703.01 ₹27,545.03 Lowest |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
8 Sept 2025, 2:00 pmClosed
Assistant Engineer
LID And EW Section, Vatanappally G P
Construction of Drain in National Highway starting from Raghavamenon Road to Chilanka-Vatanappally G P.Pro.No 103
2025_LSGD_788414_7
ET-02/AE/LID AND EW/VTY/2025-26
Open Tender
Civil Works - Roads
Item Rate
540 days
Vatanappally Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
31 Oct 2025
26 Aug 2025
9 Sept 2025
26 Aug 2025
8 Sept 2025
26 Aug 2025
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