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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.1 LAccepted-AOC | L1 | Accepted-AOC Negotiated amount | |
| 2 | L2₹22.7 L+₹60,176.71 (2.72%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹20.3 L
EMD Value
₹50,000
Closing Date
26 Sept 2022, 3:00 pmClosed
Executive Engineer
PWD NH(R) Division Muvattupuzha
The work is proposed for Removal of slip and reconstruction of damaged portion in Elappara Upputhra road 0 00 to 16 00 The approach road to bridges handrails and side parapets along with sidewall needs to be reconstructed along with providing WMMGSB
2022_PWD_508096_1
PWD/NH/TR/103639/2021_5_1_1/1
Open Tender
Civil Works - Highways
Item Rate
180 days
Elappara Upputhra Road Ch 0/00 to 16/000
Please refer tender documents
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
15 Nov 2022
15 Sept 2022
28 Sept 2022
15 Sept 2022
26 Sept 2022
15 Sept 2022
Amount
SLIP AND LAND SLIDE REMOVAL
10.12:Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side
OD63481/2021-2022:ENGAGING WOOD CUTTER FOR CUTTING BRANCHES OF TREE ( MAN MATE)
OD63482/2021-2022:ENGAGING COOLIE FOR VARIOUS WORKS
OD63483/2021-2022:ENGAGING FRONT END LOADER
OD63484/2021-2022:Engaging tipper for removal of waste materials from road @ 4 trips per hour
RECONSTRUCTION OF WALL IN BRIDGE APPROACH
4.1.A.3:Granular Sub-Base with Close Graded Material (Table:- 400-1) :- Plant Mix Method - Grading - III Material Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
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.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.
5.3.2.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)
12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
OD63505/2021-2022::Dowel Bars - Supplying and providing MS dowel bars of size 20mm dia 1.5m long (1m in rock and 0.5m in concrete) including drilling holes of 25mm dia and filling the gap with cement grout (0.52kg/each) etc. complete
12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
8.20:Providing, Fixing and erecting 50 mm dia GI pipe railing in 3 rows duly painted on Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings including painting over suitable primer .
AF INFRASTRUCTURE PRIVATE LIMITED
Bidder Name
Raji Mathew And Co.
AF INFRASTRUCTURE PRIVATE LIMITED
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