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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.5 L+₹2,849.69 (0.83%)Admitted-Fee/PreQual/Technical/Finance | ₹3.5 L+₹2,849.69 (0.83%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.7 L+₹24,199.46 (7.05%)Admitted-Fee/PreQual/Technical/Finance | ₹3.7 L+₹24,199.46 (7.05%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MUNEER P L1 | ABDU SAMAD L2 | SHAFEEK.A.M L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 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. | 178.1 | sqm | 13.01 ₹2,317.08 | 13 ₹2,315.3 Lowest | 13.93 ₹2,480.93 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 12.67 | cum | 54.32 ₹688.23 Lowest | 55 ₹696.85 | 58.15 ₹736.76 |
| 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 | 22.71 | cum | 2,713.02 ₹61,604.55 Lowest | 2,736 ₹62,126.35 | 2,904.28 ₹65,947.49 |
| 1.00 | OD126742/2026-2027:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Morth 55.22) | 154.67 | sqm | 1,003.83 ₹1,55,259.37 Lowest | 1,012 ₹1,56,523 | 1,074.59 ₹1,66,203.61 |
| 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) | 15.45 | cum | 7,773.41 ₹1,20,099.18 Lowest | 7,840 ₹1,21,128 | 8,321.41 ₹1,28,565.78 |
| 1.01 | OD89412/2026-2027: Engraving letters in hard stone for granite 100X75 cm size name board for inauguration
(including granite board & lettering)Erecting and fixing charges etc.... | 1 | each | 3,309.4 ₹3,309.4 Lowest | 3,338 ₹3,338 | 3,542.7 ₹3,542.7 |
Tender Value
₹4.2 L
EMD Value
₹10,559
Closing Date
19 Sept 2026, 5:00 pmClosed
Assistant Engineer
LID AND EW SUB DIVISION THRITHALA BLOCK PANCHAYATH
public works
2026_LSGD_868743_4
ET-04/AE/TLABP/2026-27
Open Tender
Civil Works - Others
Item Rate
300 days
Thrithala Block Panchayath, Koottanad
pls see the tender documents
7 documents required · 7 mandatory
₹935
Yes
₹10,559
Yes
22 Sept 2026
10 Sept 2026
22 Sept 2026
10 Sept 2026
19 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 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. | 178.1 | sqm | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 12.67 | cum | - | - |
| 1.003 | 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 | 22.71 | cum | - | - |
| 1.004 | OD126742/2026-2027:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Morth 55.22) | 154.67 | sqm | - | - |
| 1.005 | 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) | 15.45 | cum | - | - |
| 1.006 | OD89412/2026-2027: Engraving letters in hard stone for granite 100X75 cm size name board for inauguration
(including granite board & lettering)Erecting and fixing charges etc.... | 1 | each | - | - |
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