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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 LAccepted-AOC KARUKAPADATH HOUSE EGNR COLLEGE P O THRISSUR 680009 | THRISSUR | THRISSUR | KERALA | 680009 | L1 | Accepted-AOC L1 | |
| 2 | L2₹15.2 L+₹14,609.75 (0.97%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹16.9 L
EMD Value
₹42,312
Closing Date
2 Jun 2023, 4:00 pmClosed
Executive Engineer Thrissur corporation
Executive Engineer Thrissur corporation
1702/22-23-Thrissur Corporation2022-23 Ayyanthole zonal dvn 55 Construction of side protection wall at Whitefield and Construction of drain and coverslab at Thiruvonam Colony
2023_LSGD_578183_19
PW2-17409/18.06.06.23
Open Tender
Civil Works - Buildings
Item Rate
180 days
Superintending Engineer Thrissur corporation
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹42,312
3 Jul 2023
25 May 2023
6 Jun 2023
25 May 2023
2 Jun 2023
25 May 2023
25 May 2023 - 31 May 2023
Amount
RETAINING WALL
2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete
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
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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
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 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4
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)
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
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)
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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)
OD376133/2022-2023:2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundationsetc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming andwatering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in -charge
OD379589/2022-2023:od1367146/2021_2022 : PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. ( Modified data 60.6)
t.l.anto
JOSE A O
Bidder Name
t.l.anto
K.A. MOHAMED
JOSE A O
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finance_854043.pdf
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