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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹10.5 L
EMD Value
₹15,750
Closing Date
18 Oct 2021, 11:00 amClosed
Assistant Engineer,Angamaly Municipality
O/o Assistant Engineer,Angamaly Municipality
colony road and by lane road retarring in Wrad 3 (193/22)
2021_LSGD_444028_8
Tender 2021-22 (1)
Open Tender
Civil Works - Roads
Item Rate
90 days
Angamaly Municipality
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,800
₹15,750
27 Feb 2022
8 Oct 2021
18 Oct 2021
8 Oct 2021
18 Oct 2021
8 Oct 2021
Amount
retarring
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.
75.5.5.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.
75.5.9.1.2pb : 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)
raising of ex. road
3.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
od1073508/2020_2021 : Dry rubble masonry
od1109479/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802,803,1202 & 1203.<br><br>1 P C C grade M 10<br><br>(1) Nominal mix 1:3:6
12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
od1112279/2020_2021 : EARTH FILLING using cut earth and conveyed from places of own choice (5 KM) with royalty in open areas in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering lead upto 50 m and lift upto 1.5 m as per direction of site Engineer in charge<br>
od679258/2020_2021 : Construction of granular sub base by providing local material spreading in uniform layers on prepared surface and compacting by ramming to achieve desired density complete. using gravel mix soil ,qarrymuck
od1073861/2020_2021 : Supplying and filling of Quarry muck for road works including all cost, labour etc complete
baby pv
Bidder Name
Varghes A P
baby pv
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_632670.pdf
boq_comp_chart.xlsx
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details.html
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