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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹10.1 LAccepted-AOC | l1 | Accepted-AOC 1st lowest | |
| 2 | l2₹10.7 L+₹55,581.38 (5.49%)Rejected-AOC | l2 | Rejected-AOC 2nd lowest |
Tender Value
Refer Docs
EMD Value
₹25,422
Closing Date
29 Jan 2024, 6:00 pmClosed
AE shornur municipality
Shornur municipality
Road rennovation
2024_LSGD_644536_10
5/AE/LID EW/SRR/5PHASE/dt 15/01/2023-24
Open Tender
Civil Works - Roads
Item Rate
270 days
Shornur municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹25,422
Yes
7 Mar 2024
16 Jan 2024
30 Jan 2024
16 Jan 2024
29 Jan 2024
16 Jan 2024
16 Jan 2024 - 29 Jan 2024
Amount
Road Work
OD332534/2023-2024:Fill up pot holes(cut and formed to regular shapes and all loose defective materials removed) after supplying aprime coat of hot bitumen using 36mm departmental broken stone and compacting with powere roller to get a compact surface.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation 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
OD332533/2023-2024:carriage of excess earth
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD333687/2023-2024:OD- Dry Rubble Masonry without concrete levelling course with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials, labour charges etc. complete as per the direction of Departmental officers at site
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD332535/2023-2024:Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80*40*1.4mm outer frame, 0.60mm thick Iron sheet of size 90*60cm with two coat of enamel painting over acoat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete
Niyas Y
Bidder Name
A M Yousaf
Niyas Y
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_986457.pdf
boq_comp_chart.xlsx
xlsx
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