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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical as per the direction of EE |
Tender Value
₹8.9 L
EMD Value
₹25,000
Closing Date
24 Sept 2020, 11:00 amClosed
Executive Engineer
Executive Engineer, LSGD DIVISION, KALPETTA
MLA ADF 2019-20 SULTAN BATHERY LA Panayambam Naykka Colony Road Culvert and Side Protection Work in Noolpuzha GP (Rs.10,00,000)
2020_LSGD_383543_39
EE/LSGD/WYD/07/2020-21
Open Tender
Civil Works - Roads
Item Rate
180 days
Kalpetta
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,380
online
₹25,000
1 Jan 2021
11 Sept 2020
28 Sept 2020
11 Sept 2020
24 Sept 2020
11 Sept 2020
Amount
CULVERT
11.1.1.1 : Excavation for StructuresEarthwork 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
od763810/2020_2021 : DR PACKING Under foundation - Dry stone packing under foundation with good<br>quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of<br>departmental officers at site.
od763811/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations (WITHOUT<br>FORMWORK) complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (11.4.1.1<br>Modified)P.C.C grade M 10, Nominal mix 1:3:6
12.5.1.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5)
12.5.3 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 m III.R.C.C grade M 20
12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 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
APP-B -SIDE PROTECTION
11.1.1.1 : Excavation for StructuresEarthwork 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
od763811/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations (WITHOUT<br>FORMWORK) complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (11.4.1.1<br>Modified)P.C.C grade M 10, Nominal mix 1:3:6
12.5.1.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5)
od798836/2020_2021 : Providing Weep Holes to Cement Concrete Retaining Wall using 63mm 4kgf/cm2 PVC Pipes, as per the direction of Engineer-in-Charge.
od763850/2020_2021 : Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on<br>GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade<br>cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical<br>Specification Clause 1701.600 mm x 450 mm Rectangular
od782011/2020_2021 : Filling with contractor's own earth ( excluding rock) in OPEN AREAS in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
Linto K Kuriakose
Bidder Name
LIJO KURIAKOSE
Linto K Kuriakose
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