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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.8 L+₹23,807.09 (2.77%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3tenderer |
Tender Value
₹9.3 L
EMD Value
₹23,140
Closing Date
28 Nov 2019, 5:00 pmClosed
SHEHANA C A
O/o The assistant engineer,Koovappady GP
Construction of Mavelippady Vizhukkappara canal bund road and maintenance of canalbund bye road in ward no 19
2019_LSGD_322826_1
100/2019/AE/LSGD/KPDY
Open Tender
Civil Works - Roads
Item Rate
180 days
Koovappady GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,852
online
₹23,140
18 May 2020
20 Nov 2019
4 Dec 2019
20 Nov 2019
28 Nov 2019
20 Nov 2019
Amount
Road work
od63104/2019_2020 : Filling up low laying and water logged areas with local material/quarry muck spreading in layers levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade
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
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.
75.5.5.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.
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)
road balance portion concreting
od63618/2019_2020 : Providing concrete for plain concrete in pavement laid in to required slope and camber n panels as required with consolidation and tampingetc complete as per drawings and technical specification including form work,compaction using vibrator etc complete
side protection wall
od305573/2018_2019 : DRY RUBBLE MASONRY -Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as perdirection of departmental officers at site.
od305570/2018_2019 : Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 $ 1203 III.P.C.C grade M20<br>I) Nominal mix 1:2:4
tiling
od63104/2019_2020 : Filling up low laying and water logged areas with local material/quarry muck spreading in layers levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade
od201359/2019_2020 : Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm ,50mm bed crushed stone as per drawings<br>and Technical Specification Clause 1504.
P O JOSE
A P PAULOSE
Bidder Name
A P PAULOSE
M. O. PAULOSE
P O JOSE
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