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| Sl No | Description | Qty | Unit | arjun L2 | soman k L1 |
|---|---|---|---|---|---|
| 1.00road widening & interlock | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 96.9 | sqm | 16.01 ₹1,551.37 | 15.37 ₹1,489.35 Lowest |
| 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. | 5.81 | cum | 66.84 ₹388.61 | 64.16 ₹373.03 Lowest |
| 1.00 | OD230259/2025-2026:Supplying and laying interlocking tile 100mm or nearest size thickness, minimum strength M
40 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock
cobbles in lines and levels as per the directions of the departmental officers at site inclusive of
all cost & conveyance charges etc. complete | 96.9 | sqm | 1,206.39 ₹1,16,899.19 | 1,158.13 ₹1,12,222.8 Lowest |
| 1.00 | OD232890/2025-2026: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. | 206.25 | sqm | 36.75 ₹7,579.69 | 35.28 ₹7,276.5 Lowest |
| 1.00 | OD232833/2025-2026: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 | 30.23 | cum | 3,150 ₹95,208.75 | 3,023.97 ₹91,399.49 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) | 34.38 | cum | 9,563.75 ₹3,28,849.54 | 9,181.2 ₹3,15,695.56 Lowest |
Tender Value
₹5.5 L
EMD Value
₹13,762
Closing Date
22 Sept 2025, 3:00 pmClosed
vinod p
Mannarkkad Municipality
Annual Plan MANNARKKAD MUNICIPALITY2025 26 U ROAD WIDENING IRISH WORK IN WARD 27 PRO NO 522
2025_LSGD_797126_22
3 2025-26 AE LID EW MKDMNCP
Open Tender
Civil Works - Roads
Item Rate
Mannarkkad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,215
Yes
₹13,762
Yes
25 Oct 2025
15 Sept 2025
24 Sept 2025
15 Sept 2025
22 Sept 2025
15 Sept 2025
Amount
road widening & interlock
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
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.
OD230259/2025-2026:Supplying and laying interlocking tile 100mm or nearest size thickness, minimum strength M 40 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost &amp;amp; conveyance charges etc. complete
OD232890/2025-2026: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.
OD232833/2025-2026: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
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)
arjun (BID ID -2349298)
Bidder Name
soman k
arjun
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