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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAccepted-AOC PALATHINKAL BHOOTHATHANKETTU P O AE LSGD PALLARIMANGALAM GRAMA PANCHAYATHAI PALLARIMANGALAM | IDUKKI | KERALA | 685501 | L1 | Accepted-AOC ADMITTED | |
| 2 | L2₹8.3 L+₹42,703.45 (5.41%)Rejected-AOC | L2 | Rejected-AOC REJECTED | |
| 3 | L3₹8.4 L+₹54,051.50 (6.85%)Rejected-AOC | L3 | Rejected-AOC REJECTED |
Tender Value
₹8.9 L
EMD Value
₹22,310
Closing Date
6 Aug 2020, 5:00 pmClosed
AE,LSGD,Nellikuzhy GP
AE,LSGD,Nellikuzhy GP
retarring and concreting
2020_LSGD_373708_1
08/AE/LSGD/NZY/20-21
Open Tender
Civil Works - Roads
Item Rate
180 days
Nellikuzhy GP
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,999
online
₹22,310
5 May 2021
27 Jul 2020
10 Aug 2020
27 Jul 2020
6 Aug 2020
27 Jul 2020
Amount
Road retarring
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.
75.5.5.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.
75.5.9.2.2.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)
Road concreting
od739039/2020_2021 : Sectioning of old roads
od739175/2020_2021 : Filling with Quarry muck Filling up lowlaying and water logged areas with local material/ Quarry muck. spreading in layers. leveling the top at site and consolidation by ramming ,etc completed.
od739040/2020_2021 : Providing concrete for plain concrete for plain concrete in pavement laid into required slope and camber in panels as required with consolidation and tamping etc complete as per drawings and technical specifications including formwork,compaction using vibrator etc complte.<br>III. P.C.C grade M 20<br>(I) Nominal mix (1:2:4)
Name board fixing
10.4.A.2 : Direction and Place Identification signs with size more than 0.9 sqm size board<br> A. Retro-reflectorised Traffic Signs <br>2 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
RAHIM VK
A N SURENDRAN
Bidder Name
Liju Paul
RAHIM VK
A N SURENDRAN
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finance_529192.pdf
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