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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.5 LAccepted-AOC MANIKETTY HOUSE NELLIYANKAD STREET CHITTUR P O PALAKKAD 678101 | CHITTUR | PALAKKAD | KERALA | 678101 | L1 | Accepted-AOC L1 |
Tender Value
₹10.5 L
EMD Value
₹26,220
Closing Date
8 Nov 2019, 3:00 pmClosed
Assistant Engineer
OFFICE OF THE ASSISTANT ENGINEER, LSGD SECTION, PATTANCHERY GRAMA PANCHAYATH
Retarring, metalling and tarring
2019_LSGD_296561_2
ETender 1/ AE/ LSGD/PTY/ 2019-20
Open Tender
Civil Works - Roads
Item Rate
210 days
pattanchery
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,500
online
₹26,220
22 Jan 2020
29 Oct 2019
13 Nov 2019
29 Oct 2019
8 Nov 2019
29 Oct 2019
Amount
Road 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.
75.5.2.1pb : 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.
Metalling tarring
3.15.2 : Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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
75.5.2.2pb : 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.9.2.2.Pd : Plastic Roads - Bitumen - S-65 <br> 20 mm thick Open- Graded Premix Carpet using Bituminous ( Penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearinf 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 Type C as Techinical Specification Clause 508 (with 7% of bitumen replaced by shreadded waste plastice) <br> Case - I By Manual Means <br> <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)
Berm Concrete
16.42 : Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete
od170895/2019_2020 : Supplying and providing readymade name board with all conveyance, labour and hirecharges etc.. complete-Using 40*20 outer frame, 75*20 stand post, 1.85(1.7+.15)m height, 0.6mm thick sheetin the size 90*60cm with painting, lettering and fixing in ground using CC 1:2:4
Bidder Name
MURALEEDHARAN.M
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_432760.pdf
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