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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC Ist Lowest |
| 2 | L2₹1.2 Cr+₹2.2 L (1.89%)Rejected-AOC | ₹1.2 Cr+₹2.2 L (1.89%) | L2 | Rejected-AOC IInd Lowest |
| 3 | L3₹1.2 Cr+₹7.5 L (6.37%)Rejected-AOC | ₹1.2 Cr+₹7.5 L (6.37%) | L3 | Rejected-AOC IIIrd Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹50,000
Closing Date
2 Feb 2024, 3:00 pmClosed
Superintending Engineer, PWD Roads South Circle, T
Superintending Engineer, PWD Roads South Circle
One year Running Contract for various PWD Roads under Road Section Erattupetta in Kottayam district 10 road stretches for a length of 5805 Excluding Poonjar Alumthara Road General Civil Work
2024_PWD_650027_1
PWD/RB/TR/11968/2023_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
360 days
kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹6,508
Yes
₹50,000
Yes
20 Apr 2024
25 Jan 2024
5 Feb 2024
25 Jan 2024
2 Feb 2024
25 Jan 2024
Amount
Reactive Maintenance ( Initial Rectification work)
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.
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
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
4.2.A.2: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-IV - 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.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.
OD68454/2023-2024: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 plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade.
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.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
OD68455/2023-2024:Providing and fixing of DLP board for Running contract work with Non-retro- reflectorised Vinyl sign with 1 years warranty manufactured Vinyl Printed sheeting fixed over aluminum sheeting 2mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 4ñ cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
OD212205/2023-2024:Providing and fixing of vinyl printed sticker over existing running contract information board with non-retro reflectorized Vinyl sign with 1 year warranty manufactured Vinyl Printed sheet including lettering symbols etc.
Premonsoon work
OD208037/2023-2024:Engaging Hydraulic Excavator with driver and fuel for urgent Slip removal, Debris flow, Land slide affected area, Clearing chalked up drain for the road trafficable.
OD68457/2023-2024:Engaging Tipper 5.5 tonnes capacity for urgent loading and unloading of Slip, Debris and other land slide materials to make the road trafficable.
OD68458/2023-2024:Man coolie for cleaning the blocked culvert & drains
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
OD208050/2023-2024:Wood cutter for cutting branches of trees in dangerous to public
Proactive/ Preventive Maintenance
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.
OD68449/2023-2024: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 plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade.
OD68450/2023-2024:Filling up of potholes with Bituminous Readymix compound (25 kg bag) and compacting by ramming to get a compact surface including of cost of materials laying charges transportation to site. etc complete rate is arrived for a bag of 25 kg.
OD68451/2023-2024:Engaging labour with passenger car not less than 1000cc for conducting conducting and reporting routine inspection up to 20KM per day for the entire length of project road at a frequency of 7 days through out the agreement period of running contract as directed by the department officers.
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.
Emergency work
8.45:Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001
OD68453/2023-2024:Engaging Tipper 5.5 tonnes capacity for urgent loading and unloading of Slip, Debris and other land slide materials to make the road trafficable.
OD208052/2023-2024:Engaging Hydraulic Excavator with driver and fuel for urgent Slip removal, Debris flow, Land slide affected area, Clearing chalked up drain for the road trafficable.
OD208053/2023-2024:Man coolie for cleaning the blocked culvert & drains
P. S. Sunil
P.M KABEER
Bidder Name
P.M KABEER
BABU JOSEPH
P. S. Sunil
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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