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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.1(1) dtd.27-10-2025 of mkd municipality | |
| 2 | L2₹4.4 L+₹21,153.38 (5.00%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | PALAKKAD DISTRICT CONTRACTORS CO OP SOCIETY L2 | M.T. BALACHANDRAN L1 |
|---|---|---|---|---|---|
| 1.00Road Retarring Work | |||||
| 1.00 | OD304793/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and deffective materials removed) after supplying a prime coat of bitumen using 36mm broken stone and compacting with power roller to get compact surface. | 7.7 | cum | 8,721.56 ₹67,156.01 | 8,306.25 ₹63,958.13 Lowest |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 795 | sqm | 19.84 ₹15,772.8 | 18.9 ₹15,025.5 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | 795 | sqm | 317.78 ₹2,52,635.1 | 302.65 ₹2,40,606.75 Lowest |
| 1.00 | OD317006/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities
not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to
1.5 m. | 58 | sqm | 38.58 ₹2,237.64 | 36.75 ₹2,131.5 Lowest |
| 1.00 | OD317007/2025-2026: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 | 5.8 | cum | 3,307.78 ₹19,185.12 | 3,150.27 ₹18,271.57 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) | 8.7 | cum | 10,041.93 ₹87,364.79 | 9,563.75 ₹83,204.63 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,580
Closing Date
22 Oct 2025, 5:00 pmClosed
JAYASREE T U
AE MANNARKKAD MUNICIPALITY
Vadakkumannam Palli muthal sivankunnu link road vareulla road re tarring in ward 11 Project no 543
2025_LSGD_810811_11
5 2025 26 AE LID EW/MKDMNCP
Open Tender
Civil Works - Roads
Item Rate
Mannarkkad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,580
Yes
25 Nov 2025
17 Oct 2025
24 Oct 2025
17 Oct 2025
22 Oct 2025
17 Oct 2025
17 Oct 2025 - 22 Oct 2025
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