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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC | ₹8.7 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹8.9 L+₹26,779.52 (3.09%)Rejected-AOC | ₹8.9 L+₹26,779.52 (3.09%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹11.0 L+₹2.4 L (27.6%)Rejected-Finance | ₹11.0 L+₹2.4 L (27.6%) | L3 | Rejected-Finance Being L3 |
Tender Value
Refer Docs
EMD Value
₹22,320
Closing Date
12 Nov 2020, 6:00 pmClosed
Ancy Jose
Asst. EXECUTIVE ENGINEER LSGD DIVISION AYYANTHOLE THRISSUR 680 003
DPT 2020-21 CHELAKKARA BHOOTHAMKOTTUKULAM -KURUMALA POOKKULANGHARA COLONY ROAD AT CHELAKKARA GP PAZHAYANNUR BP (S0314/21)
2020_LSGD_397033_1
TN-7/2020-21/245
Open Tender
Civil Works - Roads
Item Rate
300 days
Thrissur
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,108
Yes
₹22,320
Yes
13 Jul 2021
5 Nov 2020
16 Nov 2020
5 Nov 2020
12 Nov 2020
5 Nov 2020
Amount
Retarring
75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
75.5.5.A.1pb : Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
75.5.2.1pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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)
od804310/2020_2021 : Providing and erecting Name Board of semi Reflective type as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 450mm, 450 mm below ground level as per approved drawing and Technical Specification Clause 1701(10.4.B Mod)
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
Johnson V V
Bidder Name
Johnson V V
SREEJITH KS
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finance_565540.pdf
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