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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹17.1 L+₹1.2 L (7.39%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹17.5 L+₹1.5 L (9.61%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹17.8 L+₹1.9 L (11.7%)Rejected-AOC | L4 | Rejected-AOC L4 |
Tender Value
₹17.8 L
EMD Value
₹50,000
Closing Date
22 Aug 2020, 5:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
OFFICE OF THE EXECUTIVE ENGINEER, LSGD DIVISION, PALAKKAD
Dist Pyt Pkd 2020-21 NH Chembalode road to Malampuzha Canal bund road re-tarring in Marutharode Grama Panchayath (Project No 220/21)
2020_LSGD_366112_2
51/E/20-21
Open Tender
Civil Works - Roads
Item Rate
180 days
LSGD DIVISION
PLEASE REFER TENDER DOCUMENTS
4 documents required · 4 mandatory
₹2,500
Yes
online
₹50,000
Yes
20 Oct 2020
13 Aug 2020
26 Aug 2020
13 Aug 2020
22 Aug 2020
13 Aug 2020
Amount
Retarring
4.1.A.1 : Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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
75.5.5.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.
75.5.1.1pb : 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.
75.5.2.3pb : 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.
od717844/2020_2021 : Plastic Roads - Bitumen S-65 <br><br>20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder<br><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) packed bitumen rates<br><br>Case - I By Manual Means<br><br>(II)Bitumen (S-65) (VG - 30) 14.6 kg/10sqm
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)
Earth work
2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
od703676/2020_2021 : Charges for name board including fabrication, lettering, painting, fixing in position etc complete
K.PANKAJAKSHAN
Akhil V
A MANIKANDAN
Bidder Name
K.PANKAJAKSHAN
A MANIKANDAN
ABOOBACKER
Akhil V
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