Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | ₹12.7 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | AFAF CONSTRUCTION L1 | Hira Constructions L2 |
|---|---|---|---|---|---|
| 1.00Interlock tile paving | |||||
| 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. | 528.4 | sqm | 16 ₹8,454.40 | 16 ₹8,454.40 |
| 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 | 21.42 | cum | 3,337.88 ₹71,497.39 | 3,337.88 ₹71,497.39 |
| 1.00 | OD166070/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a
compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per then direction of engineer-in-charge. | 739.4 | sqm | 1,160.33 ₹8.6 L | 1,160.33 ₹8.6 L |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 12.13 | cum | 9,186.73 ₹1.1 L | 9,186.74 ₹1.1 L |
| 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) | 23.15 | cum | 9,562 ₹2.2 L | 9,562 ₹2.2 L |
Tender Value
₹12.7 L
EMD Value
₹31,770
Closing Date
16 Aug 2025, 6:00 pmClosed
Asst Exe Engineer
Office of Asst Exe Engineer Tripunithura Municipality
P NO 254-2026 TPRA MLTY RENOVATION OF KARULIL LANE EAST SIDE ROAD AND M K K NAYAR NAGAR 2 BY LINES WIDENING AND CONSTRUCTION OF FOOT PATH OF MARIYAMMAN ROAD TO RAILWAY STATION KARULIL LANE TO METRO ROAD FOOTPATH CONSTRUCTION IN W NO 20
2025_LSGD_782846_17
PW114627/16
Open Tender
Civil Works - Roads
180 days
Tripunithura
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,770
Yes
22 Dec 2025
6 Aug 2025
19 Aug 2025
6 Aug 2025
16 Aug 2025
6 Aug 2025
Amount
Interlock tile paving
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.
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
OD166070/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per then direction of engineer-in-charge.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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)
Hira Constructions (BID ID -2291320)
Bidder Name
Hira Constructions
AFAF CONSTRUCTION
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1285598.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid