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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.8 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹67.9 L+₹1.0 L (1.57%)Rejected-AOC | L2 | Rejected-AOC Second Lowest | |
| 3 | L3₹69.8 L+₹3.0 L (4.50%)Rejected-AOC | L3 | Rejected-AOC Third Lowest | |
| 4 | L4₹72.0 L+₹5.2 L (7.75%)Rejected-AOC | L4 | Rejected-AOC Forth Lowest |
Tender Value
₹65.7 L
EMD Value
₹50,000
Closing Date
27 Nov 2024, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
O/o Executive Engineer, PWD Roads division,Manjeri
GENERAL-RM 2024-25-RC 2-PHASE-2 Zone 1- One Year Running Contract for various PWD Roads under Road section Wandoor in Malappuram District 2 no of Road stretches for a length of 24.41 km Kappil -Thrikkaikuth Road km 0-000-2-000 Pandikkad- Wandoor
2024_PWD_706942_1
PWD/RB/8703/2024-2025
Open Tender
Civil Works - Roads
Item Rate
365 days
Wandoor
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
Yes
25 Jan 2025
19 Nov 2024
29 Nov 2024
19 Nov 2024
27 Nov 2024
19 Nov 2024
Amount
Appendix A-Initial Rectification work
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface.
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.
OD46154/2024-2025:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade.
55.15:Refurbishment of existing signboardsRefurbishment of existing signboards of all size except gantry mounted ones to their original reflectivity & position by removing obstructions like overgrowth vegitation etc ,if any,washing the signboards with water & soap solution to remove all dirt, oil etc. , correcting any dislocations including minor repairs, replacement of lost nut and bolts etc complete.
OD46155/2024-2025: Conducting and reporting Routine Inspections for the entire length of the Project road at a frequency of 7 days throughout the agreement period of the running contract as directed by the departmental officer at site.
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.
8.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-
Appendix B -preventive Maintenance
OD46156/2024-2025:Filling up potholes with bituminous ready mix compound (25kg) and compacting by ramming to get a compact surface including of cost of material, laying charges, transportation to site etc complete Rate is arrived for a bag of 25kg
OD46157/2024-2025:Providing and fixing of DLP board for running contract work with Non-reflectorised Vinyl sign with 1 year warranty manufactured Vinyl Printed sheeting fixed over aluminium sheting 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40*40*6 and supported on GI pipe pole 50 mm NB conforming to IS 1239 firmly fixed to the ground by means of properly designed foundtion with M 15 grade cement concrete min size 45*45*60 cm, 60 cm below ground level including painting painting all exposed surface with 2 coats of epoxypainting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
Appendix C -Pre-monsoon works
OD46149/2024-2025:Engaging Man Mazdoor where ever required
OD46150/2024-2025:Engaging JCB/Excavator
OD46151/2024-2025:Engaging Tipper (5 cum capacity) for loading and unloading materials from roadway cutting etc complete
OD46152/2024-2025:Engaging woodcutter with tools and accessories required for cutting trees / branches of trees of any girth overhanging above any structures including stacking of serviceable materials and disposal of unserviceable materials without making any damages to nearby structures etc. complete.
OD46153/2024-2025:Cutting of grass and light jungle using brush cutter with all expenses.
Appendix D -Emergency works
3.13.1.B: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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
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.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
Providing BM and BC from km 6/000 to km 6/240 of Pandikkad- Wandoor- Vadapuram road of Manjeri LAC, Malappuram dist
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)
55.24:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 5.4 percent of mix and filler, transporting the hotmix 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 (using 7% shredded plastic) <br> Grading - II (13.2 mm nominal size)
MAHSHOOK M. (BID ID -1989521)
YOOSAFALI K (BID ID -1989464)
P ALI (BID ID -1990679)
Bidder Name
YOOSAFALI K
JABIR USMAN C.K.
MAHSHOOK M.
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1107223.pdf
boq_comp_chart.xlsx
xlsx
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