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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.2 LAccepted-AOC | ₹5.2 L | 1 | Accepted-AOC Lowest |
| 2 | 2₹5.2 LRejected-Finance | ₹5.2 L | 2 | Rejected-Finance second |
| Sl No | Description | Qty | Unit | PRAMOD P L1 | O V Ajith Kumar L2 |
|---|---|---|---|---|---|
| 1.00Box culvert | |||||
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 14.14 | cum | 608.51 ₹8,606.77 | 617.78 ₹8,737.88 |
| 1.00 | OD88859/2025-2026:Bailing out water using 5HP pump-Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel,lubrication oil and other stores,pay of staff etc. complete. | 49.5 | hour | 336.74 ₹16,668.63 | 341.87 ₹16,922.57 |
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 10.64 | cum | 865.85 ₹9,212.64 | 879.04 ₹9,352.99 |
| 1.00 | 14.1:Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | 4.56 | cum | 2,769.37 ₹12,628.33 | 2,811.54 ₹12,820.62 |
| 1.00 | OD88864/2025-2026: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(MoRD Code 11.4.1.1 modified) | 1.52 | cum | 7,957.08 ₹12,094.76 | 8,078.25 ₹12,278.94 |
| 1.01 | 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 | 1.52 | cum | 8,275.34 ₹12,578.52 | 8,401.36 ₹12,770.07 |
| 1.01 | 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 For height upto 5 m III. R.C.C grade M 20 | 16.16 | cum | 9,613.85 ₹1.6 L | 9,760.25 ₹1.6 L |
| 1.01 | 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 | 1.51 | tonne | 92,784.5 ₹1.4 L | 94,197.71 ₹1.4 L |
| 1.01 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 6 | cum | 63.08 ₹378.48 | 64.04 ₹384.24 |
Tender Value
₹5.2 L
EMD Value
₹13,121
Closing Date
8 Oct 2025, 10:00 amClosed
AEE, KANNUR BLOCK
AEE, KANNUR BLOCK PALLIKKUNNU P.O KANNUR 670004
Construction of Bridge over Chirammal thodu near KSEB Substation at Paalotvayal
2025_LSGD_803475_1
AE/LIDEW/KNR/TEN/2025/12
Open Tender
Civil Works - Others
240 days
VALAPATTANAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,160
Yes
₹13,121
Yes
21 Dec 2025
29 Sept 2025
9 Oct 2025
29 Sept 2025
8 Oct 2025
29 Sept 2025
Amount
Box culvert
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
OD88859/2025-2026:Bailing out water using 5HP pump-Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel,lubrication oil and other stores,pay of staff etc. complete.
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
14.1:Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
OD88864/2025-2026: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(MoRD Code 11.4.1.1 modified)
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
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 For height upto 5 m 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
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
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)
OD319891/2025-2026:Name board-Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete. Granite of any colour and shade
OD319895/2025-2026:Engraving letters in hard stone
O V Ajith Kumar (BID ID -2378271)
Bidder Name
O V Ajith Kumar
PRAMOD P
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