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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.3(2) dtd.12-05-2026 of Kadungalloor GP | |
| 2 | L2₹3.8 L+₹3,132.47 (0.83%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹3.8 L+₹5,078.81 (1.34%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | L4₹3.9 L+₹11,421.59 (3.02%)Rejected-Finance | L4 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | ASHIF K.A L2 | C P ABOOBACKER L1 | Shine A Williams L3 | Riswan Sakeer L4 |
|---|---|---|---|---|---|---|---|
| 1.00TILE 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 | 15.28 | cum | 397.44 ₹6,072.88 | 394.26 ₹6,024.29 Lowest | 399.56 ₹6,105.28 | 406.16 ₹6,206.12 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 229.5 | sqm | 14.41 ₹3,307.1 | 14.3 ₹3,281.85 Lowest | 14.49 ₹3,325.46 | 14.71 ₹3,375.95 |
| 1.00 | OD442459/2025-2026:Providing and laying interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of Engineer-in-charge | 273.5 | sqm | 1,070 ₹2,92,645 | 1,061.07 ₹2,90,202.65 Lowest | 1,075.33 ₹2,94,102.76 | 1,093.15 ₹2,98,976.53 |
| 1.00 | 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) | 2.57 | cum | 8,269 ₹21,259.6 | 8,203.75 ₹21,091.84 Lowest | 8,313.99 ₹21,375.27 | 8,451.8 ₹21,729.58 |
| 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 | 15.28 | cum | 3,004 ₹45,901.12 | 2,980.73 ₹45,545.55 Lowest | 3,020.78 ₹46,157.52 | 3,070.85 ₹46,922.59 |
| 1.01 | OD466661/2025-2026:For Re laying scarified materials specification including premixing the material with water at
OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in
uniform layers in sub-base/base course on a well prepared sub-base and compacting with
smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting,
barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical
Specification Clause 406. By Mechanical Means with 1 km lead | 34.43 | cum | 345.8 ₹11,904.51 | 343.1 ₹11,811.56 Lowest | 347.71 ₹11,970.26 | 353.47 ₹12,168.56 |
Tender Value
₹4.2 L
EMD Value
₹10,581
Closing Date
13 Mar 2026, 3:00 pmClosed
ANILA REGHUNATH
OFFICE OF ASSISTANT ENGINEER,KADUNGALLOOR GP
VIP Road Rennovation ward 12-KDLR 392 /2025
2026_LSGD_843542_12
ET/15/KDLR/LSGD/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
KADUNGALLOOR GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,581
Yes
6 Jun 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
TILE LAYING
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
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
OD442459/2025-2026:Providing and laying interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of Engineer-in-charge
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)
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
OD466661/2025-2026:For Re laying scarified materials specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
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