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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | ₹1.6 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.7 LRejected-AOC | ₹1.7 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | dasan L2 | SUNILKUMAR T L1 |
|---|---|---|---|---|---|
| 1.00Drainage work | |||||
| 1.00 | OD272257/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including
dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated
soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil | 8.1 | cum | 380 ₹3,078 | 371.01 ₹3,005.18 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1.65 | cum | 9,050 ₹14,932.5 | 8,911.44 ₹14,703.88 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 6.53 | cum | 9,599 ₹62,633.48 | 9,458.66 ₹61,717.76 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 0.63 | cum | 10,500 ₹6,615 | 10,352.83 ₹6,522.28 |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.21 | tonne | 1,00,999 ₹20,805.79 | 99,916.85 ₹20,582.87 |
| 1.01 | OD281425/2025-2026:Modified Data (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 1.5M in all kinds of soil | 29 | 1 sqm | 50 ₹1,450 | 36.38 ₹1,055.02 |
| 1.01 | OD281426/2025-2026:Modified Data of MoRD-2021 (Item No.4.1.A)-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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Technical Specification Clause 401 (i) For Grading I Material | 3.19 | cum | 3,150 ₹10,048.5 | 3,112.97 ₹9,930.37 |
| 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) | 4.79 | cum | 9,577 ₹45,825.95 | 9,468.11 ₹45,304.91 |
| 1.01 | OD281451/2025-2026:Filling with quarry muck-Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade | 1.35 | cum | 955 ₹1,289.25 | 938.06 ₹1,266.38 |
Tender Value
₹1.7 L
EMD Value
₹4,144
Closing Date
26 Sept 2025, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER,KARIMPUZHA GP
RENOVATION OF MILLUMKKUNNU PERIYALI ROAD
2025_LSGD_798661_12
02/AE/LIDEW/KGP/2025-26
Open Tender
Civil Works - Roads
240 days
KARIMPUZHA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,144
Yes
1 Mar 2026
18 Sept 2025
29 Sept 2025
18 Sept 2025
26 Sept 2025
18 Sept 2025
Amount
Drainage work
OD272257/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD281425/2025-2026:Modified Data (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 1.5M in all kinds of soil
OD281426/2025-2026:Modified Data of MoRD-2021 (Item No.4.1.A)-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 manually mixing by mix in place method and compacting with rammers 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)
OD281451/2025-2026:Filling with quarry muck-Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade
dasan (BID ID -2360846)
Bidder Name
dasan
SUNILKUMAR T
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