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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAdmitted-Fee/PreQual/Technical/Finance KOICKAL H POICKATTUSSERY CHENGAMANADU KERALA | ERNAKULAM | KERALA | 683572 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.9 L+₹33,181.31 (5.98%)Admitted-Fee/PreQual/Technical/Finance NEDUMBASSERY P O ERNAKULAM DIST | ERNAKULAM | KERALA | 683585 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.1 L+₹54,240.48 (9.77%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SANILKUMAR.A.G L2 | ITTEERA K.I. L1 | K.D DEVASSYKUTTY L3 |
|---|---|---|---|---|---|---|
| 1.00Tiling | ||||||
| 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 | 2.4 | cum | 383.66 ₹920.78 | 362.03 ₹868.87 Lowest | 397.39 ₹953.74 |
| 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 | 0.6 | cum | 7,822.27 ₹4,693.36 | 7,381.2 ₹4,428.72 Lowest | 8,102.21 ₹4,861.33 |
| 1.00 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 3.75 | cum | 8,745.09 ₹32,794.09 | 8,251.99 ₹30,944.96 Lowest | 9,058.07 ₹33,967.76 |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.38 | tonne | 87,704.8 ₹32,889.3 | 82,759.42 ₹31,034.78 Lowest | 90,843.6 ₹34,066.35 |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 182.25 | sqm | 13.91 ₹2,535.1 | 13.13 ₹2,392.94 Lowest | 14.41 ₹2,626.22 |
| 1.01 | OD63150/2026-2027:Construction of granular sub base with local materials spreading in uniform layer on prepared surface and compacting by ramming using quarry muck | 36.64 | cum | 1,583.93 ₹58,032.03 | 1,494.61 ₹54,759.52 Lowest | 1,640.61 ₹60,108.67 |
| 1.01 | 4.1.A.1: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. (i) For Grading I Material | 27 | cum | 2,900.62 ₹78,316.74 | 2,737.06 ₹73,900.62 Lowest | 3,004.43 ₹81,119.61 |
| 1.01 | OD63149/2026-2027:Providing and laying of 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 | 164 | sqm | 1,008.33 ₹1,65,366.12 | 951.47 ₹1,56,041.08 Lowest | 1,044.41 ₹1,71,283.24 |
| 1.01 | 12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 3 | no | 150.11 ₹450.33 | 141.65 ₹424.95 Lowest | 155.48 ₹466.44 |
Tender Value
₹6.8 L
EMD Value
₹16,929
Closing Date
9 Oct 2026, 4:00 pmClosed
Assistant Engineer
O/o The Assistant Executive Engineer LSGD Sub Division Parakkadavu Block Panchayath
Annual Plan-PKD BP 162/2026-27- Shmashanam SNDP Culvert Approch Road Chengamanad GP
2026_LSGD_875596_1
19/26-27
Open Tender
Civil Works - Others
Item Rate
LSGD Sub Division Parakkadavu Block
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,929
Yes
12 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Tiling | |||||
| 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 | 2.4 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 0.6 | cum | - | - |
| 1.003 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 3.75 | cum | - | - |
| 1.004 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.38 | tonne | - | - |
| 1.005 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 182.25 | sqm | - | - |
| 1.006 | OD63150/2026-2027:Construction of granular sub base with local materials spreading in uniform layer on prepared surface and compacting by ramming using quarry muck | 36.64 | cum | - | - |
| 1.007 | 4.1.A.1: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. (i) For Grading I Material | 27 | cum | - | - |
| 1.008 | OD63149/2026-2027:Providing and laying of 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 | 164 | sqm | - | - |
| 1.009 | 12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 3 | no | - | - |
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