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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical KALAYATHINNAKUZHI HOUSE KUTTILANJIL | KOTTAYAM | KERALA | 686102 | - | Rejected-Technical L2 |
Tender Value
₹7.6 L
EMD Value
₹19,059
Closing Date
13 Jan 2025, 6:00 pmClosed
AE
AE OFFICE KAVALANGAD
167/23-24/KAVALANGAD KURISUPARA CULVERT(2NOS),RECONCRETING AND SIDE PROTECTION WALL-IN WARD 16 OF KAVALANGAD GP
2025_LSGD_722563_1
75/24-25/AE/KVGP
Open Tender
Civil Works - Roads
Item Rate
180 days
kavalangad
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,988
Yes
₹19,059
Yes
5 Feb 2025
3 Jan 2025
14 Jan 2025
3 Jan 2025
13 Jan 2025
3 Jan 2025
3 Jan 2025 - 13 Jan 2025
Amount
RECONCRETE,PROTECTION AND CULVERT
OD65112/2024-2025: Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
OD64979/2024-2025:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
OD65117/2024-2025:60.1.1. RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. (modified 60.1.1)
OD94054/2023-2024:Bailing out water Using 5 HP Pump- Bailing out water with 5 HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete Modified 60.2.2
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
OD65178/2024-2025:DOWEL BARS- Supplying and providing MS dowel bars of size 20mm dia 1.5m long (1m in rock and .5m in concrete) including drilling holes of 25mm dia and filling the gap with with cement grout (.25kg/ each) etc complete.MODIFIED 60.5.1
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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 I. P.C.C grade M 10 (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
13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25
13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD65538/2024-2025:DRY RUBBLE MASONRY(departmental stone) _ Dry rubble masonry with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. For departmental materials complete as per approved drawing and relevant technical specifications.
OD65530/2024-2025:DRY RUBBLE MASONRY _ Dry rubble masonry with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
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)
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)
KP MUHAMMED (BID ID -2059330)
Bidder Name
P M Shaji
KP MUHAMMED
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1145781.pdf
boq_comp_chart.xlsx
xlsx
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