Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | ₹3.7 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹4.0 LRejected-AOC | ₹4.0 L | L2 | Rejected-AOC REJECTED |
| 3 | L3₹4.0 LRejected-Finance KUNNUMMAL HOUSE CHUZHALI MOONNIYOOR SOUTH PO 676311 | MALAPPURAM | KERALA | 676311 | ₹4.0 L | L3 | Rejected-Finance REJECTED |
| 4 | L4₹4.1 LRejected-Finance | ₹4.1 L | L4 | Rejected-Finance REJECTED |
| 5 | L5₹4.1 LRejected-AOC | ₹4.1 L | L5 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | SUDEVAN T L5 | HYDROS L3 | HARIPURAM CONSTRUCTIONS L1 | P. ANIL KUMAR L6 | KUNHAMMUDU P. L4 | ISMAIL K L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00interlock | |||||||||
| 1.00 | OD409268/2024-2025:(OD from DAR 2.28.1)Surface dressing of the ground including removing vegetation and inequalities 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 | 300 | 1 sqm | 32 ₹9,600 | 28.3 ₹8,490 | 26.43 ₹7,929 | 30.03 ₹9,009 | 28.83 ₹8,649 | 30 ₹9,000 |
| 1.00 | 6.1.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 | 30 | cum | 2,950 ₹88,500 | 2,507.9 ₹75,237 | 2,629.57 ₹78,887.10 | 2,988.07 ₹89,642.10 | 2,868.55 ₹86,056.50 | 2,800 ₹84,000 |
| 1.00 | OD409270/2024-2025:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm
as per drawings and Technical Specification Clause 1504. | 300 | sqm | 920 ₹2.8 L | 949.2 ₹2.8 L | 853 ₹2.6 L | 969.46 ₹2.9 L | 930.68 ₹2.8 L | 900 ₹2.7 L |
| 1.00 | OD409272/2024-2025: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) | 4.2 | cum | 8,050 ₹33,842.20 | 7,605.2 ₹31,972.26 | 7,072.4 ₹29,732.37 | 8,036.83 ₹33,786.83 | 7,715.36 ₹32,435.37 | 8,000 ₹33,632 |
Tender Value
₹4.2 L
EMD Value
₹10,582
Closing Date
1 Mar 2025, 6:00 pmClosed
ASSISTANT ENGINEER
PARAPPANANGADI MUNICIPALITY
Annual Plan Pro No 624 24 25 Town School interlock spreading In division 33 of parappanangadi municipality
2025_LSGD_740968_37
AE/TEN/02/2024/LSGD/PGDI
Open Tender
Civil Works - Roads
PARAPPANANGADI MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,582
Yes
15 May 2026
22 Feb 2025
3 Mar 2025
22 Feb 2025
1 Mar 2025
22 Feb 2025
Amount
interlock
OD409268/2024-2025:(OD from DAR 2.28.1)Surface dressing of the ground including removing vegetation and inequalities 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
6.1.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
OD409270/2024-2025:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
OD409272/2024-2025: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)
ISMAIL K (BID ID -2131809)
HYDROS (BID ID -2131998)
KUNHAMMUDU P. (BID ID -2133233)
SUDEVAN T (BID ID -2131870)
P. ANIL KUMAR (BID ID -2133522)
Bidder Name
HYDROS
HARIPURAM CONSTRUCTIONS
P. ANIL KUMAR
KUNHAMMUDU P.
SUDEVAN T
ISMAIL K
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.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 • 0.30 MB
BOQ_1193311.xls
BOQ • 0.30 MB
viewsbdmerged.pdf
Tender Documents • 1.86 MB
Download all tender documents and submit your bid