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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.3 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹40.5 L+₹1.2 L (3.10%)Rejected-AOC CHATTIKKAL HOUSE KOTTAPPADI | KOTTAYAM | KERALA | 686001 | L2 | Rejected-AOC Rejected | |
| 3 | L3₹40.8 L+₹1.5 L (3.73%)Rejected-Finance KERALA KL | KOTTAYAM | KERALA | 686102 | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹41.4 L+₹2.1 L (5.42%)Rejected-Finance SREEVALSAM MAMMIYOOR GURUVAYUR | GURUVAYUR | KERALA | L4 | Rejected-Finance Being L4 | |
| 5 | L5₹41.7 L+₹2.4 L (6.17%)Rejected-Finance | L5 | Rejected-Finance Being L5 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
19 Jan 2021, 6:00 pmClosed
Joji Paul
EXECUTIVE ENGINEER LSGD DIVISION AYYANTHOLE THRISSUR 680 003
LAC ADS 2019-20 MANALUR LAC RENOVATION OF K.B.M -BRAHMAKULAM SIVAKSHETRAM ROAD,DRAIN AT GURUVAYOOR MUNICIPALITY
2021_LSGD_405516_1
TN-10/2020-21/307
Open Tender
Civil Works - Roads
Item Rate
270 days
Thrissur
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
Yes
₹50,000
Yes
4 Mar 2021
12 Jan 2021
21 Jan 2021
12 Jan 2021
19 Jan 2021
12 Jan 2021
Amount
Raising And Tarring ,Retarring
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.
75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder <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 (with 7% of bitumen replaced by shredded waste plastic) <br> Case - I By Manual Means <br> (II) Bitumen (S-65) (VG - 30)
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)
Drainage in Mordroads
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation 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
11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6
od479444/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) ( Modified data 11.4.3.1 & 11.4.4)
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)
11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
od936554/2020_2021 : Removal of Unsuitable Soil with Disposal upto 5000 m <br><br>Removal of unsuitable soil including excavation, loading and disposal upto 5000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 ( modified 3.7 mord)<br>
od936555/2020_2021 : Man - Coolie
od934837/2020_2021 : steel work welded in built up sections/ framed work including cutting,hoisting,fixing in position and applying priming coat of approved steel primer using structural steel etc..in gratings,frames,guard bar,ladder,railings,brackets ,gates and similar works
Vinodkumar CP
P Nandakumar
MUHSIN MOHAMED
Bidder Name
C J Raphy
P Nandakumar
Vinodkumar CP
MUHSIN MOHAMED
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