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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 Cr+₹11.1 L (7.90%)Rejected-AOC | ₹1.5 Cr+₹11.1 L (7.90%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.5 Cr+₹14.9 L (10.6%)Rejected-Finance KERALA KL KERALA | PALAKKAD | KERALA | 678621 | ₹1.5 Cr+₹14.9 L (10.6%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.6 Cr+₹20.4 L (14.6%)Rejected-Finance 17 437 MARYSADAN BUILDING NEELEESWARAM P O KALADY ERNAKULAM KERALA INDIA 683574 | KALADY | ERNAKULAM | KERALA | 683574 | ₹1.6 Cr+₹20.4 L (14.6%) | L4 | Rejected-Finance L4 |
| 5 | L4₹2.4 Cr+₹1.0 Cr (74.4%)Rejected-Finance | ₹2.4 Cr+₹1.0 Cr (74.4%) | L4 | Rejected-Finance L4 |
Tender Value
₹1.7 Cr
EMD Value
₹50,000
Closing Date
21 Dec 2022, 4:00 pmClosed
Superintending Engineer, PWD Roads ,
Office of the Superintending Engineer, PWD Roads , North Circle, Kozhikode
GENERAL Restoration estimate for Jalajeevan Mission for Alathur Bazar road at Km 0/000 4/0000 Deposit works Restoration estimate for Alathur Bazar road at Km 0/000 4/000 General Civil Work
2022_PWD_537328_1
PWD/RB/TR/489/2022_5_3_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
palakkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹6,508
Yes
₹50,000
Yes
28 Feb 2023
7 Dec 2022
23 Dec 2022
7 Dec 2022
21 Dec 2022
7 Dec 2022
Amount
Restoration
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
4.2.A.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-III -For lower sub-base - 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)
5.6.2.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)
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br>
OD147044/2021-2022:Engaging Man Mazdoor for clearing chocked culverts Drains, removal and re- fixing of slabs etc complete
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle - By Mechanical Means<br>
CREZIN INFRA LLP
MALABAR PLUS CONSTRUCTIONS PRIVATE LIMITED
MARYSADAN PROJECTS PVT LTD
KaikaraConstructionCompany
Bidder Name
Subhash A
KaikaraConstructionCompany
MARYSADAN PROJECTS PVT LTD
MALABAR PLUS CONSTRUCTIONS PRIVATE LIMITED
CREZIN INFRA LLP
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