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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹10.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹10.5 L+₹52,192.82 (5.21%)Admitted-Fee/PreQual/Technical/Finance | ₹10.5 L+₹52,192.82 (5.21%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SUDHEESH U L1 | HARIDAS P B L2 |
|---|---|---|---|---|---|
| 1.00Side protection | |||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 9.9 | cum | 479.5 ₹4,747.05 Lowest | 504.48 ₹4,994.35 |
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 57.6 | cum | 939.95 ₹54,141.12 Lowest | 988.92 ₹56,961.79 |
| 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 | 10.53 | cum | 8,983.46 ₹94,595.83 Lowest | 9,451.53 ₹99,524.61 |
| 1.00 | 12.5.3: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 III. R.C.C grade M 20 | 13.16 | cum | 10,436.5 ₹1,37,344.34 Lowest | 10,980.28 ₹1,44,500.48 |
| 1.00 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 | 19.02 | cum | 11,385.31 ₹2,16,548.6 Lowest | 11,978.54 ₹2,27,831.83 |
| 1.01 | 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 | 3.22 | tonne | 1,00,724.27 ₹3,24,130.7 Lowest | 1,05,972.43 ₹3,41,019.28 |
| 1.01 | OD59948/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without
concrete levelling course using departmental rubble including packing to
compactness to lines and levels, labour charges etc. complete as per direction of
Departmental officers at site | 9.9 | cum | 1,783.95 ₹17,661.11 Lowest | 1,876.91 ₹18,581.41 |
| 1.01 | 12.4.3.3:Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III. Random rubble masonry (iii) In cement mortar (1:5) | 14.14 | cum | 9,598.57 ₹1,35,704.58 Lowest | 10,098.7 ₹1,42,775.42 |
| 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 | 30 | no | 172.39 ₹5,171.7 Lowest | 181.38 ₹5,441.4 |
Tender Value
₹10.0 L
EMD Value
₹25,093
Closing Date
15 Sept 2026, 4:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER, KERALASSERY GP
Annual Plan-2025-26, Kizhakkekkara chamakkunnu Parshwabithi Nirmanam, ward 4 in Keralassery GP-(Pro.No.98/26),(154/27)
2026_LSGD_867285_1
01/2026-27/AE/LID and EW SECTION/KERALASSERY GP
Open Tender
Civil Works - Others
Item Rate
180 days
KERALASSERY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,093
Yes
18 Sept 2026
5 Sept 2026
18 Sept 2026
5 Sept 2026
15 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side protection | |||||
| 1.001 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 9.9 | cum | - | - |
| 1.002 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 57.6 | 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 | 10.53 | cum | - | - |
| 1.004 | 12.5.3: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 III. R.C.C grade M 20 | 13.16 | cum | - | - |
| 1.005 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 | 19.02 | cum | - | - |
| 1.006 | 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 | 3.22 | tonne | - | - |
| 1.007 | OD59948/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without
concrete levelling course using departmental rubble including packing to
compactness to lines and levels, labour charges etc. complete as per direction of
Departmental officers at site | 9.9 | cum | - | - |
| 1.008 | 12.4.3.3:Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III. Random rubble masonry (iii) In cement mortar (1:5) | 14.14 | cum | - | - |
| 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 | 30 | no | - | - |
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