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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹9.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹9.3 L+₹17,027.41 (1.86%)Admitted-Fee/PreQual/Technical/Finance JARATHA CORNER LAKSHAM VEEDU COLONY ROAD | THIRUVARUR | TAMIL NADU | 609403 | ₹9.3 L+₹17,027.41 (1.86%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹9.4 L+₹26,847.15 (2.93%)Admitted-Fee/PreQual/Technical/Finance | ₹9.4 L+₹26,847.15 (2.93%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹9.9 L+₹74,571.47 (8.14%)Admitted-Fee/PreQual/Technical/Finance PANDARAPARAMBIL HOUSE PIZHALA P O | ₹9.9 L+₹74,571.47 (8.14%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹10.6 L+₹1.4 L (15.7%)Admitted-Fee/PreQual/Technical/Finance | ₹10.6 L+₹1.4 L (15.7%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Vaseer Muhammed L1 | SHANAVAS T.S L2 | P V JOSEPH L4 | ABDUL RASSAK V.A L3 | E M FRANCIS ANTONY L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||||
| 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 | 25.7 | cum | 404.63 ₹10,400.2 | 400 ₹10,281.2 Lowest | 437.58 ₹11,247.12 | 417 ₹10,718.15 | 468 ₹12,029 |
| 1.00 | OD150952/2026-2027: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 23.8 | cum | 2,905.13 ₹69,136.28 Lowest | 3,100 ₹73,773.8 | 3,141.68 ₹74,765.7 | 2,990 ₹71,156.02 | 3,360.09 ₹79,963.42 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 2.94 | cum | 8,249.78 ₹24,254.35 | 7,900 ₹23,226 Lowest | 8,921.52 ₹26,229.27 | 8,976 ₹26,389.44 | 9,541.73 ₹28,052.69 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 5.88 | cum | 8,719.98 ₹51,273.48 Lowest | 8,900 ₹52,332 | 9,430 ₹55,448.4 | 9,014 ₹53,002.32 | 10,085.56 ₹59,303.09 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 86.88 | cum | 8,756.37 ₹7,60,762.18 Lowest | 8,900 ₹7,73,240.9 | 9,469.36 ₹8,22,707.47 | 8,994 ₹7,81,407.71 | 10,127.66 ₹8,79,901.23 |
Tender Value
₹10.6 L
EMD Value
₹26,481
Closing Date
10 Sept 2026, 4:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER MULAVUKAD GP
26-27 PR NO-260 Kattath Road Construction W6--BP JOINTMulavukad G P
2026_LSGD_867064_1
113/AE/LSGD/MUKD/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
MULAVUKAD GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹26,481
Yes
14 Sept 2026
2 Sept 2026
14 Sept 2026
2 Sept 2026
10 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETING | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | OD150952/2026-2027: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 1 | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.005 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.4 | cum | - | - |
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