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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAdmitted-Fee/PreQual/Technical/Finance 1003 SUB TREASURY DEVIKULAM | ₹4.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.0 L+₹54,715 (12.3%)Admitted-Fee/PreQual/Technical/Finance ALAYULLA KANNAN KANDY CHANGAROTH | ₹5.0 L+₹54,715 (12.3%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹5.1 L+₹63,495.30 (14.3%)Admitted-Fee/PreQual/Technical/Finance | ₹5.1 L+₹63,495.30 (14.3%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹5.1 L+₹64,561.97 (14.5%)Admitted-Fee/PreQual/Technical/Finance | ₹5.1 L+₹64,561.97 (14.5%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Lengish Kumar V L3 | RAJAN L1 | A K SADANANDAN L2 | BABU. K.P L4 |
|---|---|---|---|---|---|---|---|
| 1.00CONCRETE ROAD | |||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 51.64 | cum | 62.96 ₹3,251.25 | 55.08 ₹2,844.33 | 55 ₹2,840.2 Lowest | 63.09 ₹3,257.97 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 26.02 | cum | 3,073.96 ₹79,984.44 | 2,689.33 ₹69,976.37 Lowest | 3,150 ₹81,963 | 3,080.42 ₹80,152.53 |
| 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) | 39.03 | cum | 8,775.69 ₹3,42,515.18 | 7,677.64 ₹2,99,658.29 Lowest | 8,150 ₹3,18,094.5 | 8,794.14 ₹3,43,235.28 |
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 2.7 | cum | 440.86 ₹1,190.32 | 385.7 ₹1,041.39 Lowest | 1,600 ₹4,320 | 441.79 ₹1,192.83 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 5.7 | cum | 405.11 ₹2,309.13 | 354.45 ₹2,020.37 Lowest | 3,200 ₹18,240 | 405.96 ₹2,313.97 |
| 1.01 | OD429766/2025-2026:DRY RUBBLE MASONRY Using Departmental rubble Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 1.08 | cum | 1,640.23 ₹1,764.89 | 1,435 ₹1,544.06 Lowest | 3,250 ₹3,497 | 1,643.68 ₹1,768.6 |
| 1.01 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 2.1 | cum | 8,259.74 ₹17,345.45 | 7,226.24 ₹15,175.1 Lowest | 8,250 ₹17,325 | 8,277.1 ₹17,381.91 |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 4.6 | cum | 8,071.99 ₹37,131.15 | 7,061.98 ₹32,485.11 Lowest | 8,000 ₹36,800 | 8,088.96 ₹37,209.22 |
| 1.01 | 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 | 1.26 | cum | 9,595.72 ₹12,090.61 | 8,395.07 ₹10,577.79 Lowest | 9,200 ₹11,592 | 9,615.89 ₹12,116.02 |
Tender Value
₹5.1 L
EMD Value
₹12,699
Closing Date
16 Sept 2026, 9:00 amClosed
SECRETARY , BLOCK PANCHAYATH
Perambra Block Panchayat
MPLADS - Punnachal Tharippamala Harijan Unnathi Road
2026_CRD_868160_1
4966624-25
Open Tender
Civil Works - Roads
Item Rate
Perambra
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,120
Yes
₹12,699
Yes
17 Sept 2026
7 Sept 2026
17 Sept 2026
8 Sept 2026
16 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETE ROAD | |||||
| 1.001 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 51.64 | cum | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 26.02 | 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) | 39.03 | cum | - | - |
| 1.004 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 2.7 | cum | - | - |
| 1.005 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 5.7 | cum | - | - |
| 1.006 | OD429766/2025-2026:DRY RUBBLE MASONRY Using Departmental rubble Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 1.08 | cum | - | - |
| 1.007 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 2.1 | cum | - | - |
| 1.008 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 4.6 | cum | - | - |
| 1.009 | 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 | 1.26 | cum | - | - |
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