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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAccepted-AOC PADANATTU HOUSE CHATHANVELIPPADAM THRIKKAKARA THRIKKAKARA MUNICIPALITY KAKKANA | ERNAKULAM | KERALA | 680667 | L1 | Accepted-AOC Agreement executed vide agreement no.224/25-26 | |
| 2 | L2₹16.4 L+₹2.3 L (16.5%)Rejected-Finance | L2 | Rejected-Finance Agreement executed by L1,hence L2 is rejected |
| Sl No | Description | Qty | Unit | LIJAS P IBRAHIM L2 | SIDHIK P M L1 |
|---|---|---|---|---|---|
| 1.00Road work | |||||
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 275.2 | sqm | 73.94 ₹20,348.29 Lowest | 80 ₹22,016 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 275.2 | sqm | 14.53 ₹3,998.66 Lowest | 15 ₹4,128 |
| 1.00 | OD120453/2025-2026:Close graded premix surfacing/mixed seal surfacing-Providing,laying and rolling of close graded premix surfacing material of 40mm thickness composed of 25mm to 10mm and 11.2mm to 0.09mm aggregate using penetration grade bitumen using VG 30 to the required line grade and level to serve as wearing coarse on previously prepared base including mixing suitable plant laying and rolling a smooth wheeled roller 80 to 100KN capacity and finished to required level and grade | 275.2 | sqm | 531.6 ₹1,46,296.32 Lowest | 550 ₹1,51,360 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 70.8 | cum | 3,004.09 ₹2,12,689.57 | 2,000 ₹1,41,600 Lowest |
| 1.00 | OD120477/2025-2026:od932655/2020_2021 :Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in charge | 708 | sqm | 127.73 ₹90,432.84 | 80 ₹56,640 Lowest |
| 1.01 | OD120476/2025-2026:od932656/2020_2021 :Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge. (Modified DAR item 16.84) | 400 | sqm | 408.93 ₹1,63,572 | 300 ₹1,20,000 Lowest |
| 1.01 | OD120526/2025-2026:od29_648679/2020_2021:Providing and Laying of Interlocking Concrete Block Pavements
using 100 mm M40 hydraulic blocks of approved size, design & shape, laid in required
pattern over and including a compacted bed of 6mm stone aggregate of 75mm average
thickness, etc. all complete as per the direction of Engineerin- charge | 308 | sqm | 1,229.86 ₹3,78,796.88 | 1,080 ₹3,32,640 Lowest |
| 1.01 | 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 | 19.2 | cum | 707.62 ₹13,586.3 | 600 ₹11,520 Lowest |
| 1.01 | 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 | 30.6 | cum | 370.86 ₹11,348.32 | 250 ₹7,650 Lowest |
Tender Value
₹18.6 L
EMD Value
₹46,596
Closing Date
11 Aug 2025, 6:00 pmClosed
THE ASSISTANT EXECUTIVE ENGINEER
O/o THE ASSISTANT EXECUTIVE ENGINEER,THRIKKAKARA MUNICIPALITY
Proj.No -138/2025-26 -Thrikkakara Mun -Construction Of P B K Maina Desiyamukku N G O Quarters road in ward- 32
2025_LSGD_779216_3
LIDEW/AEE/ET/27/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
THRIKKAKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹46,596
Yes
14 Nov 2025
2 Aug 2025
13 Aug 2025
2 Aug 2025
11 Aug 2025
2 Aug 2025
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