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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹7.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.4 L+₹11,023.12 (1.51%)Admitted-Fee/PreQual/Technical/Finance | ₹7.4 L+₹11,023.12 (1.51%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | LIJINDAS PK L2 | SHIJIN N K L1 |
|---|---|---|---|---|---|
| 1.00Road Concrete | |||||
| 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. | 130.5 | cum | 55.97 ₹7,304.09 | 55.68 ₹7,266.24 Lowest |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 27 | cum | 539.94 ₹14,578.38 | 266.13 ₹7,185.51 Lowest |
| 1.00 | 4.1.A.2: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. (ii) For Grading II Material | 48.9 | cum | 2,770.69 ₹1,35,486.74 | 2,757.9 ₹1,34,861.31 Lowest |
| 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) | 73.35 | cum | 7,801.46 ₹5,72,237.09 | 7,765.75 ₹5,69,617.76 Lowest |
| 2.00Name Board | |||||
| 2.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 0.14 | cum | 210.15 ₹28.79 | 145.58 ₹19.94 Lowest |
| 2.00 | OD456145/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of materials, labour charges
etc. | 0.35 | cum | 5,677.52 ₹2,004.16 Lowest | 6,100 ₹2,153.3 |
| 2.00 | 13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | 2.76 | sqm | 314.28 ₹867.41 | 309.5 ₹854.22 Lowest |
| 2.00 | 8.9.1.2:Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade | 1.08 | sqm | 3,175.72 ₹3,429.78 | 3,128 ₹3,378.24 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,168
Closing Date
13 Aug 2026, 6:00 pmClosed
Secretary
Kuthuparamba Block Panchayath
MPLADS 2025 26 Sri C Sadanandan Master Honble MP RS Construction of Vallilmukku Athirkuzhiyil road second span Thrippangottur Panchayath, Vilakkottur west ward 09 Vilakkottur villagefrom ch 0 333 to 0 496 kmGeneral Civil work
2026_CRD_863238_10
153317-2026
Open Tender
Civil Works - Roads
Item Rate
Kuthuparamba
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,168
Yes
24 Aug 2026
31 Jul 2026
17 Aug 2026
31 Jul 2026
13 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concrete | |||||
| 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. | - | cum | - | - |
| 1.002 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | cum | - | - |
| 1.003 | 4.1.A.2: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. (ii) For Grading II Material | 1 | cum | - | - |
| 1.004 | 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 | cum | - | - |
| 2Name Board | |||||
| 2.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 2.002 | OD456145/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of materials, labour charges
etc. | - | cum | - | - |
| 2.003 | 13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | 1 | sqm | - | - |
| 2.004 | 8.9.1.2:Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade | - | sqm | - | - |
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