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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAccepted-AOC | ₹14.5 L | L1 | Accepted-AOC lowest |
| 2 | L2₹14.7 L+₹18,865.90 (1.30%)Rejected-AOC | ₹14.7 L+₹18,865.90 (1.30%) | L2 | Rejected-AOC second lowest |
| 3 | L3₹15.3 L+₹71,041.10 (4.88%)Rejected-AOC | ₹15.3 L+₹71,041.10 (4.88%) | L3 | Rejected-AOC third lowest |
| 4 | L4₹15.3 L+₹77,495.10 (5.33%)Rejected-AOC PAZHAMPILLY H KONGORPILLY P O 683 518 | ERNAKULAM | KERALA | 683518 | ₹15.3 L+₹77,495.10 (5.33%) | L4 | Rejected-AOC forth lowest |
| Sl No | Description | Qty | Unit | RAGESH K M L3 | V O Jose L2 | JEFFY FRANCIS L4 | ABOOBACKER K H L1 |
|---|---|---|---|---|---|---|---|
| 1.00Interlock tile paving | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 745 | sqm | 15.13 ₹11,271.85 | 14.5 ₹10,802.5 | 15.19 ₹11,316.55 | 14.42 ₹10,742.9 Lowest |
| 1.00 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 86.53 | cum | 3,154.3 ₹2,72,941.58 | 3,037.4 ₹2,62,826.22 | 3,167.65 ₹2,74,096.75 | 3,007.43 ₹2,60,232.92 Lowest |
| 1.00 | OD267025/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic
blocks of approved size, design & shape, laid in required pattern over and including a
compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the
direction of Engineer- in-charge.
Material M | 865.3 | sqm | 1,096.51 ₹9,48,810.1 | 1,055.9 ₹9,13,670.27 | 1,101.15 ₹9,52,825.1 | 1,045.46 ₹9,04,636.54 Lowest |
| 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) | 9.34 | cum | 8,681.45 ₹81,067.38 | 8,359.9 ₹78,064.75 | 8,718.21 ₹81,410.64 | 8,277.24 ₹77,292.87 Lowest |
| 2.00Drain construction | |||||||
| 2.00 | 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 | 3.6 | cum | 1,166.05 ₹4,197.78 | 1,122 ₹4,039.2 | 1,170.99 ₹4,215.56 | 1,111.76 ₹4,002.34 Lowest |
| 2.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 12.89 | cum | 417.22 ₹5,377.97 | 401.7 ₹5,177.91 | 418.98 ₹5,400.65 | 397.79 ₹5,127.51 Lowest |
| 2.00 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.87 | cum | 8,506.38 ₹24,413.31 | 8,191 ₹23,508.17 | 8,542.39 ₹24,516.66 | 8,110.32 ₹23,276.62 Lowest |
| 2.00 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 9.84 | cum | 8,313.03 ₹81,800.22 | 8,000 ₹78,720 | 8,348.22 ₹82,146.48 | 7,925.97 ₹77,991.54 Lowest |
Tender Value
₹16.1 L
EMD Value
₹40,364
Closing Date
14 Oct 2025, 4:00 pmClosed
AE
O/o The Assistant Engineer LID EW Section Kottuvally
Annual Plan-KTVLY GP 2025 -26 - Maintenance of Indhiraji road and drainage ward 11-PROJECT NO. 353/26
2025_LSGD_806364_3
14/2025-26/AE/LIDEW/KTVLY
Open Tender
Civil Works - Roads
Item Rate
180 days
Kottuvally
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹40,364
Yes
10 Nov 2025
7 Oct 2025
16 Oct 2025
7 Oct 2025
14 Oct 2025
7 Oct 2025
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