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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.5 LAccepted-AOC | ₹19.5 L | L1 | Accepted-AOC Accepted Vide Resolution No.22 dtd.26-09-2025 of mannarkkad municipality |
| 2 | L2₹19.5 LRejected-AOC ERATTAKULAM PAROLA ROAD RETARRING PROJ NO 42 WARD 18 | THIRUVANANTHAPURAM | KERALA | 695001 | ₹19.5 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | MADHUSUDHANAN L2 | A HAMZA L1 |
|---|---|---|---|---|---|
| 1.00side protection & Pipe culvert | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 280.48 | cum | 66.84 ₹18,746.95 | 66.84 ₹18,746.95 |
| 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 | 128.41 | cum | 941.83 ₹1.2 L | 941.83 ₹1.2 L |
| 1.00 | OD122582/2025-2026:Dry rubble masonary without concrete levelling course masonary with good Quality blasted rubble packing to compactness to lines and levels cost coveyance of all materials and labour charges | 382.23 | cum | 4,160.22 ₹15.9 L | 4,160.22 ₹15.9 L |
| 1.00 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 | 8.63 | cum | 11,408.13 ₹98,452.16 | 11,408.13 ₹98,452.16 |
| 1.00 | OD122879/2025-2026: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 | 4.97 | cum | 3,150.27 ₹15,650.54 | 3,150.27 ₹15,650.54 |
| 2.00pipe culvert | |||||
| 2.00 | 19.6.10:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:900 mm dia R.C.C. pipe | 14 | metre | 5,450 ₹76,300 | 5,342.53 ₹74,795.42 |
| 2.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 3.64 | cum | 8,343.49 ₹30,378.65 | 8,343.49 ₹30,378.65 |
Tender Value
₹19.5 L
EMD Value
₹48,728
Closing Date
23 Sept 2025, 3:50 pmClosed
vinod p
Mannarkkad Municipality
TIPPUSULTHAN PATHINETTAMPADI MUNDEKKARAD SCHOOL LINK ROAD CONCRETE CULVERT SIDE PROTECTION WARD17 Pro No 210
2025_LSGD_797126_20
3 2025-26 AE LID EW MKDMNCP
Open Tender
Civil Works - Roads
Mannarkkad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹48,728
Yes
17 Feb 2026
15 Sept 2025
24 Sept 2025
15 Sept 2025
23 Sept 2025
15 Sept 2025
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