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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.4 LAccepted-AOC | L1 | Accepted-AOC lowest rate | |
| 2 | L2₹90.6 L+₹2.2 L (2.54%)Rejected-Finance | L2 | Rejected-Finance second lowest rate | |
| 3 | Rejected-Technical | - | Rejected-Technical third lowest rate |
Tender Value
₹84.0 L
EMD Value
₹50,000
Closing Date
4 Jan 2025, 6:00 pmClosed
Executive Engineer
Executive Engineer Harbour Engineering Department, (HED)O/o Office of the Executive Engineer ,ALAPPUZHA
The work consist of 1 Scarifying existing bituminous surface 2 GSB filling and WMM 3 BM and BC road 4 side berm concrete 5 Road marking reflector studs 6 Sign Boards
2024_HED_718621_1
HED/CEHED/TR/780/2024_5_1_1/2 The
Open Tender
Civil Works - Roads
Item Rate
270 days
ummermukku muthukulam panchayath haripad
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
20 Mar 2025
21 Dec 2024
7 Jan 2025
21 Dec 2024
4 Jan 2025
21 Dec 2024
Amount
Scarifying and berm concrete
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying 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.
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
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
BM & BC Road
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)
5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)
8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.
MADATHIL (BID ID -2047679)
M MUHAMMED KUNHI (BID ID -2048794)
Bidder Name
Muhammed Jasir
M MUHAMMED KUNHI
MADATHIL
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1136209.pdf
boq_comp_chart.xlsx
xlsx
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