Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹4.4 LRejected-AOC | ₹4.4 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | ABDUL NASAR V K L2 | NISAR C L1 |
|---|---|---|---|---|---|
| 1.00Road work | |||||
| 1.00 | OD217230/2025-2026:(OD from DAR 2.28.1)Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 150.5 | per sqm | 35.44 ₹5,333.72 | 33.75 ₹5,079.38 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 15.05 | cum | 3,230.89 ₹48,624.89 | 3,077.04 ₹46,309.45 |
| 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) | 29.02 | cum | 9,223.7 ₹2.7 L | 8,784.48 ₹2.5 L |
| 2.00Side protection | |||||
| 2.00 | 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 | 16 | cum | 463.38 ₹7,414.08 | 441.31 ₹7,060.96 |
| 2.00 | OD217233/2025-2026:DR with departmental stone: DRY RUBBLE MASONRY-dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of departmental officers at site | 8 | cum | 1,723.97 ₹13,791.76 | 1,641.88 ₹13,135.04 |
| 2.00 | OD217232/2025-2026:(OD FROM DAR 60.7.1): DRY RUBBLE MASONRY-dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of departmental officers at site | 25.2 | cum | 4,012.3 ₹1.0 L | 3,821.22 ₹96,294.74 |
Tender Value
₹4.2 L
EMD Value
₹10,571
Closing Date
29 Oct 2025, 6:00 pmClosed
AE Parappanangadi Municipality
AE Parappanangadi Municipality
Annual Plan ANNUAL PLAN 2025 2026 PRO NO 620 25 26 AZHUVALAPPIL ROAD CONSTRUCTION IN DIVISION 07 IN PARAPPANANGADI MUNICIPALITY General Civil Work
2025_LSGD_813048_4
AE/TEN/4/2025/LSGD/PGDI
Open Tender
Civil Works - Roads
300 days
AE Parappanangadi
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,571
Yes
18 Apr 2026
23 Oct 2025
31 Oct 2025
23 Oct 2025
29 Oct 2025
23 Oct 2025
Amount
Road work
OD217230/2025-2026:(OD from DAR 2.28.1)Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
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)
Side protection
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
OD217233/2025-2026:DR with departmental stone: DRY RUBBLE MASONRY-dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of departmental officers at site
OD217232/2025-2026:(OD FROM DAR 60.7.1): DRY RUBBLE MASONRY-dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of departmental officers at site
ABDUL NASAR V K (BID ID -2415382)
Bidder Name
NISAR C
ABDUL NASAR V K
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1359201.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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.27 MB
620NITSBD.pdf
Tender Documents • 1.73 MB
BOQ_1359201.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid