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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.8 L+₹8,436.77 (5.00%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SUDHEESH U L1 | GIJI K ITTAN L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 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 | 9.24 | cum | 760.03 ₹7,022.68 Lowest | 798.03 ₹7,373.8 |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 6.16 | cum | 62.8 ₹386.85 Lowest | 65.94 ₹406.19 |
| 1.00 | 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 | 10.78 | cum | 2,952.76 ₹31,830.75 Lowest | 3,100.4 ₹33,422.31 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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 | 4.62 | cum | 3,296.29 ₹15,228.86 Lowest | 3,461.1 ₹15,990.28 |
| 1.00 | OD397857/2024-2025:Subgrade Waterproofing
Providing and applying two coats of Terrasil and Zycobond solution prepared in water in the ratio of 1:1:100( Terrasil: Zycobond: Water) on the prepared surface of subgrade for water proofing and preventing capillary rise. First spray is to be applied at the rate of 2.5 -3.5 L/ sqm an second spray at the same rate applied after 1-3 hours of applying first spray , using mechanical means and as per the directions of the departmental officers at the site. | 23.1 | 1 sqm | 180.18 ₹4,162.16 Lowest | 189.19 ₹4,370.29 |
| 1.01 | 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) | 12.71 | cum | 8,254.77 ₹1,04,876.85 Lowest | 8,667.51 ₹1,10,120.71 |
| 2.00Name Board | |||||
| 2.00 | OD14999/2025-2026:Granite name board | 1 | each | 5,226.75 ₹5,226.75 Lowest | 5,488.09 ₹5,488.09 |
Tender Value
₹1.7 L
EMD Value
₹4,218
Closing Date
19 Jun 2025, 6:00 pmClosed
REJANI K R
secretary keralassery gp
MLA-SDF-Parakkundu Road -in Keralassery GP-General Civil Work
2025_DP_767996_4
01/SEC/24-25/MLASDF
Open Tender
Civil Works - Roads
Item Rate
180 days
KERALASSERY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,218
Yes
17 Sept 2025
10 Jun 2025
23 Jun 2025
10 Jun 2025
19 Jun 2025
10 Jun 2025
Amount
ROAD CONCRETE
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
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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
OD397857/2024-2025:Subgrade Waterproofing Providing and applying two coats of Terrasil and Zycobond solution prepared in water in the ratio of 1:1:100( Terrasil: Zycobond: Water) on the prepared surface of subgrade for water proofing and preventing capillary rise. First spray is to be applied at the rate of 2.5 -3.5 L/ sqm an second spray at the same rate applied after 1-3 hours of applying first spray , using mechanical means and as per the directions of the departmental officers at the site.
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)
Name Board
OD14999/2025-2026:Granite name board
GIJI K ITTAN (BID ID -2226443)
Bidder Name
SUDHEESH U
GIJI K ITTAN
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