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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹14.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹14.7 L+₹64,957.92 (4.62%)Admitted-Fee/PreQual/Technical/Finance | ₹14.7 L+₹64,957.92 (4.62%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹14.7 L+₹66,833.20 (4.76%)Admitted-Fee/PreQual/Technical/Finance | ₹14.7 L+₹66,833.20 (4.76%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹14.9 L+₹79,983.49 (5.69%)Admitted-Fee/PreQual/Technical/Finance | ₹14.9 L+₹79,983.49 (5.69%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | KUNHIMOIDU L2 | N. ABDUL RASHEED L4 | MOHAMED MUNEEB M K L3 | P. M Abdul kareem L1 |
|---|---|---|---|---|---|---|---|
| 1.00SIDE WALL | |||||||
| 1.00 | OD515086/2025-2026: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 | 18.97 | cum | 2,634.29 ₹49,972.48 | 2,664.33 ₹50,542.34 | 2,640 ₹50,080.8 | 2,518 ₹47,766.46 Lowest |
| 1.00 | OD515089/2025-2026: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) | 17.22 | cum | 7,331.67 ₹1,26,251.36 | 7,415.28 ₹1,27,691.12 | 7,345 ₹1,26,480.9 | 7,010 ₹1,20,712.2 Lowest |
| 1.00 | OD515117/2025-2026:Filling up low laying and water logged areas with localmaterials/quarry muck ,spreading in layers,levelling the top at site and cosolidation by ramming, etc complete for improving the CBR value of subgrade | 17.95 | cum | 819.64 ₹14,716.64 | 828.98 ₹14,884.34 | 820 ₹14,723.1 | 783 ₹14,058.77 Lowest |
| 1.00 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 96.89 | cum | 7,418.12 ₹7,18,726.81 | 7,000 ₹6,78,216 Lowest | 7,435 ₹7,20,362.28 | 7,093 ₹6,87,226.58 |
| 1.00 | OD519962/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 297.82 | cum | 370.19 ₹1,10,251.1 | 391.23 ₹1,16,517.29 | 370 ₹1,10,194.51 | 353 ₹1,05,131.52 Lowest |
| 1.01 | OD520568/2025-2026:[OD from 60.5.2]DOWEL BARS-Supplyingand providing MS dowel bars of size 16mm dia. of
1.20m long (0.60m in rock and 0.60m in concrete)including drilling of holes of 20mm dia. to a
depth of 0.60m in rock and filling the gap with cement grout(0.10kg/each) etc.complete | 210 | each | 299.02 ₹62,794.2 | 500 ₹1,05,000 | 295 ₹61,950 | 285 ₹59,850 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.62 | tonne | 80,076.06 ₹2,09,559.05 | 80,989.37 ₹2,11,949.18 | 80,260 ₹2,10,040.42 | 76,570 ₹2,00,383.69 Lowest |
| 1.01 | 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. | 39 | cum | 57.1 ₹2,226.9 | 57.7 ₹2,250.3 | 56 ₹2,184 | 54.6 ₹2,129.4 Lowest |
| 1.01 | OD523612/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg
/sq.cm including cost of materials, conveyance, labour charges etc. complete | 12.25 | metre | 102.04 ₹1,249.99 | 114 ₹1,396.5 | 100 ₹1,225 | 97.5 ₹1,194.38 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,352
Closing Date
4 Jul 2026, 6:55 pmClosed
ASSISTANT ENGINEER
MALAPPURAM MUNICIPAL OFFICE
MP-LADS-Construction of Ayanikkad- Villoonikkunn Road, Division 38-MP-LADS Sri ET Muhammed Basheer Construction of Ayanikkad- Villoonikkunn Road, Division 38 - General Civil Work
2026_LSGD_857873_1
AE/LID-EW/MLPM/01/202 2026-27
Open Tender
Civil Works - Roads
Item Rate
MALAPPURAM
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹42,352
Yes
9 Jul 2026
27 Jun 2026
6 Jul 2026
27 Jun 2026
4 Jul 2026
27 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SIDE WALL | |||||
| 1.001 | OD515086/2025-2026: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 | 1 | cum | - | - |
| 1.002 | OD515089/2025-2026: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) | 1 | cum | - | - |
| 1.003 | OD515117/2025-2026:Filling up low laying and water logged areas with localmaterials/quarry muck ,spreading in layers,levelling the top at site and cosolidation by ramming, etc complete for improving the CBR value of subgrade | 1 | cum | - | - |
| 1.004 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 0.2 | cum | - | - |
| 1.005 | OD519962/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 0.2 | cum | - | - |
| 1.006 | OD520568/2025-2026:[OD from 60.5.2]DOWEL BARS-Supplyingand providing MS dowel bars of size 16mm dia. of
1.20m long (0.60m in rock and 0.60m in concrete)including drilling of holes of 20mm dia. to a
depth of 0.60m in rock and filling the gap with cement grout(0.10kg/each) etc.complete | - | each | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.008 | 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. | - | cum | - | - |
| 1.009 | OD523612/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg
/sq.cm including cost of materials, conveyance, labour charges etc. complete | - | metre | - | - |
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