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| Sl No | Description | Qty | Unit | K A SABU L1 | GEETHA L2 |
|---|---|---|---|---|---|
| 1.00INTERLOCK TILE LAYING | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 38.64 | cum | 441.5 ₹17,059.56 Lowest | 445 ₹17,194.8 |
| 1.00 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 8.4 | cum | 9,001.46 ₹75,612.26 Lowest | 9,050 ₹76,020 |
| 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 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 20.79 | cum | 9,304.36 ₹1,93,437.64 Lowest | 9,400 ₹1,95,426 |
| 1.00 | OD501072/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way levelling,cambering etc
complete as per direction of Engineer in charge | 658.75 | sqm | 31.2 ₹20,553 Lowest | 33 ₹21,738.75 |
| 1.00 | 4.1.A.1: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 | 59.1 | cum | 3,337.88 ₹1,97,268.71 Lowest | 3,400 ₹2,00,940 |
| 1.01 | OD501082/2025-2026:Providing and laying of Interlocking Concrete Block Pavements using 80mm M40 hydraulic
blocks of approved size,design &shape,laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness etc all complete as per direction of
Engineer-in-charge | 529 | sqm | 1,160.33 ₹6,13,814.57 Lowest | 1,170 ₹6,18,930 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 12.63 | cum | 9,186.73 ₹1,15,991.65 Lowest | 9,186.73 ₹1,15,991.65 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) | 1.34 | cum | 9,563.75 ₹12,796.3 Lowest | 9,800 ₹13,112.4 |
| 1.01 | OD501127/2025-2026:Filling with contractors own earth ( excluding rock) in trenches, plinth, sides of foundations etc.
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. | 16.09 | cum | 759.84 ₹12,229.62 Lowest | 800 ₹12,876 |
Tender Value
₹12.7 L
EMD Value
₹31,775
Closing Date
12 Mar 2026, 3:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER PIRAVOM MUNICIPALITY
CMLRRP - Piravom LAC/SL No 4105 - Construction of Pazhoor IPC Road in Ward 25 in Piravom Municipality
2026_LSGD_844511_1
ET12/AE/LIDEW/PVM/25-26_3
Open Tender
Civil Works - Roads
Item Rate
PIRAVOM
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹31,775
29 Jun 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
12 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1INTERLOCK TILE LAYING | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | - | cum | - | - |
| 1.002 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.003 | 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 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.004 | OD501072/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way levelling,cambering etc
complete as per direction of Engineer in charge | - | sqm | - | - |
| 1.005 | 4.1.A.1: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 | - | cum | - | - |
| 1.006 | OD501082/2025-2026:Providing and laying of Interlocking Concrete Block Pavements using 80mm M40 hydraulic
blocks of approved size,design &shape,laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness etc all complete as per direction of
Engineer-in-charge | - | sqm | - | - |
| 1.007 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | OD501127/2025-2026:Filling with contractors own earth ( excluding rock) in trenches, plinth, sides of foundations etc.
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. | 1 | cum | - | - |
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