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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical as per the direction of EE |
Tender Value
₹22.3 L
EMD Value
₹50,000
Closing Date
24 Sept 2020, 11:00 amClosed
Executive Engineer
Executive Engineer, LSGD DIVISION, KALPETTA
MLA-ADF -2019-20 CHITHRALAKKARA VAYAL VARAMB ROAD RE-TARRING SIDE PROTECTION AND CULVERT -NOOLPUZHA GP
2020_LSGD_383543_31
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
₹2,980
online
₹50,000
1 Jan 2021
11 Sept 2020
28 Sept 2020
11 Sept 2020
24 Sept 2020
11 Sept 2020
Amount
APP-A RE-TARRING
3.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.9 : Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
APP-B 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
od763714/2020_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.
od763729/2020_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
13.1.2 : 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
13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
od777520/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>IV.R.C.C grade M 20
od763756/2020_2021 : Filling with contractor's own earth ( excluding rock) in OPEN AREAS in layers not<br>exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and<br>lift up to 1.5 m as per direction of site Engineer-in-charge
APPENDIX C - SIDE PROTECTION RETAINING WALL
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
od763729/2020_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)
od763837/2020_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
Linto K Kuriakose
Bidder Name
LIJO KURIAKOSE
Linto K Kuriakose
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