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| Sl No | Description | Qty | Unit | BAIJU V L1 | SAMASYA.M L2 |
|---|---|---|---|---|---|
| 1.00road | |||||
| 1.00 | OD482195/2025-2026:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained
from Scarifying with power roller | 350 | sqm | 7.8 ₹2,730 Lowest | 8.19 ₹2,866.5 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 35 | cum | 2,484.07 ₹86,942.45 Lowest | 2,608.27 ₹91,289.45 |
| 1.00 | 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) | 179.78 | cum | 9,563.75 ₹17,19,323.16 Lowest | 10,041.94 ₹18,05,289.76 |
| 1.00 | OD480164/2025-2026: Name board | 1 | each | 3,025 ₹3,025 Lowest | 3,176.25 ₹3,176.25 |
| 2.00DRAIN | |||||
| 2.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 37.52 | cum | 941.83 ₹35,337.46 Lowest | 988.92 ₹37,104.28 |
| 2.00 | OD512460/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 (Modified 11.4.1.1.) | 4.69 | cum | 8,655.27 ₹40,593.22 Lowest | 9,088.03 ₹42,622.86 |
| 2.00 | 12.5.3: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 III. R.C.C grade M 20 | 26.8 | cum | 10,457.41 ₹2,80,258.59 Lowest | 10,980.28 ₹2,94,271.5 |
| 2.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1.36 | tonne | 1,00,926.12 ₹1,36,956.74 Lowest | 1,05,972.43 ₹1,43,804.59 |
Tender Value
₹28.8 L
EMD Value
₹50,000
Closing Date
17 Mar 2026, 5:00 pmClosed
Executive Engineer
LSGD OFFICE
Fresh Tender LAC ADS Construction of Road From SNDP to John s shop in Punnapra North Grama Panchayath ,Ambalappuzha block panchayath General Civil Work
2026_LSGD_844995_4
JP/MAR/FRESH1/LIDEW/ALPY/25-26
Open Tender
Civil Works - Roads
Item Rate
300 days
ALAPPUZHA DP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
10 Aug 2026
7 Mar 2026
19 Mar 2026
7 Mar 2026
17 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road | |||||
| 1.001 | OD482195/2025-2026:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained
from Scarifying with power roller | - | sqm | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | OD480164/2025-2026: Name board | - | each | - | - |
| 2DRAIN | |||||
| 2.001 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | - | cum | - | - |
| 2.002 | OD512460/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 (Modified 11.4.1.1.) | - | cum | - | - |
| 2.003 | 12.5.3: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 III. R.C.C grade M 20 | - | cum | - | - |
| 2.004 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | tonne | - | - |
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