Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC | ₹5.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.2 LRejected-AOC | ₹6.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹6.3 LRejected-AOC | ₹6.3 L | L3 | Rejected-AOC L3 |
| 4 | L4₹6.6 LRejected-AOC | ₹6.6 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | SREEJITH L1 | MUNEER P L2 | RINIL BABU L4 | MUHAMMED SHAFI P.A. L3 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||||
| 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. | 463.05 | sqm | 24 ₹11,113.20 | 11.73 ₹5,431.58 | 12.55 ₹5,811.28 | 11.86 ₹5,491.77 |
| 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 | 46.3 | cum | 2,302 ₹1.1 L | 2,445.99 ₹1.1 L | 2,618.23 ₹1.2 L | 2,474.03 ₹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) | 69.46 | cum | 6,599 ₹4.6 L | 7,008.31 ₹4.9 L | 7,501.8 ₹5.2 L | 7,088.65 ₹4.9 L |
| 1.00 | OD264778/2025-2026:(Modified DSR Code 50.2.25.1)Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 20.84 | cum | 218 ₹4,542.47 | 556.81 ₹11,602.25 | 596.01 ₹12,419.06 | 563.19 ₹11,735.19 |
| 1.00 | OD204120/2025-2026:Supplying and fixing name board having size not less than 90 x 60 cm Marble / Granite
carrying the inscription of indicating name of work, the cost involved, the commencement,
completion, and inauguration date and the name of Sponsoring the project engraving
it on the name of project including all cost of materials engraving charges conveyance and
fixing chargers etc. complete including all cost for fixing the granite / marble slab in concrete or
metal board and cost for concreting the base of board. | 1 | each | 3,450 ₹3,450 | 3,664 ₹3,664 | 3,922 ₹3,922 | 3,706 ₹3,706 |
Tender Value
₹8.5 L
EMD Value
₹21,177
Closing Date
1 Nov 2025, 11:00 amClosed
Secretary Block Panchayath
Secretary Block Panchayath
MPLADS 2025-26CONSTRUCTION OF PANAMANNA RATION SHOP- PERUMPILAVIL SANKETHAM ROAD IN ANANGANADI GRAMAPANCHAYATH.
2025_CRD_814597_1
4141904-B
Open Tender
Civil Works - Roads
ANANGANADI
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,177
Yes
11 Mar 2026
24 Oct 2025
4 Nov 2025
24 Oct 2025
1 Nov 2025
24 Oct 2025
Amount
ROAD CONCRETE
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
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)
OD264778/2025-2026:(Modified DSR Code 50.2.25.1)Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
MUNEER P (BID ID -2421349)
MUHAMMED SHAFI P.A. (BID ID -2419189)
RINIL BABU (BID ID -2415085)
Bidder Name
MUNEER P
MUHAMMED SHAFI P.A.
RINIL BABU
SREEJITH
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1362664.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 • 1.39 MB
PanamannaSBD.pdf
Tender Documents • 6.04 MB
BOQ_1362664.xls
BOQ • 0.25 MB
Download all tender documents and submit your bid