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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.9 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹42.8 L+₹3.0 L (7.42%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹44.2 L+₹4.3 L (10.8%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
₹49.2 L
EMD Value
₹50,000
Closing Date
10 Apr 2025, 5:00 pmClosed
Executive Engineer
Executive Engineer PWD Roads Division Kasaragod
Pot hole filling by 36mm 12mm, Tack coat , MSS, CC 1 3 6, M15 M20 concrete, Cautionery and Informatory sign boards, and premonsoon works, Rotine inspection
2025_PWD_758085_1
D5-TD/9/E Tender/2025-26
Open Tender
Civil Works - Roads
Item Rate
365 days
Manjeswaram
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
13 Jun 2025
3 Apr 2025
15 Apr 2025
3 Apr 2025
10 Apr 2025
3 Apr 2025
Amount
Appendix A Reactive Maintenance ( Initial reaction work)
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.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.
OD117240/2024-2025:MIx seal Surfacing<br>Providing,laying and rolling of close gradeed premixed surfacing material of 20mm thickness composed of 11.2mm to .9mm(Type A) or 13.2mm to.9mm(Type B)aggregates using Bitumen VG-30to rquired line,grade and level to serve as wearing course on apreviously prepared base,including mixing in a suitable plant,laying and rollingwith a static roller 8-10 Kn and finishing to required level and grades as per Technical specification.<br>By Manual means<br>Type A(Bitumen VG-30)
3.7:Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
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
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
8.6:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 High Intensity Micro Prismatic (Type IV) grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with an area exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on suitably designed GI pipe pole not less than 50mm NB , 2 Nos. 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 45 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.
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
Appendix B Pre-Monsoon Works
OD117241/2024-2025:For laying shelmac carrying shelmac PR from PWD Road section office store to various PWD roads including all labour conveyance charges etc complete
OD117242/2024-2025:Supply of wood cutter/sawyer for the cutting of fallen trees, clearing of traffic blocks etc
OD117243/2024-2025:Supply of man mazdoor for the clearing of traffic blockades, cutting fallen trees etc
OD117244/2024-2025:Cutting and Removal of falling dangerous trees in various roads under PWD road section manjeshwar
OD117245/2024-2025:Supplying Shelmac PR including all cost and conveyance from Manjeshwaram office
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 In area of light jungle - By Mechanical Means
3.25.A:Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock by Mechanical Means to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site
Appendix C Proactive /Preventive maintenance
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.
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
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.
OD117246/2024-2025:Mixed seal surfacing Providing and Rolling of close graded pre mix surfacing material of 20mm thickness composed of 11.2mm to 9mm(Type A) aggregate using bitumen VG 30 to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixed in suitable plant and rolling with static roller 8-10KN and finished to required level and grade as per technical specification
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
8.4.3:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 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 45 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. 60 cm circular
8.4.5:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 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 45 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. 60 cm x 45 cm rectangular
8.36:Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873
3.25.A:Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock by Mechanical Means to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site
Appendix D Emergency works
3.1:Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.
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
10.11:Removal of earth from the choked hill side drain and disposing it on the valley side manually
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
Inspection work
OD117238/2024-2025:Engaging labour as per requirement for conducting /reporting routine inspections and to take necessary instructions as applicable following the guidelines of running contract all along the route for a day of inspection covering entire reach specified in the agreement and as directed by the departmental officer at site.
OD117239/2024-2025:Hiring of Inspection Vehicle: Wherein charges applicable as per utilization per km run at a frequency as detailed in the guidelines of running contract along the route convenient to cover entire reach specified in the agreement and as directed by the departmental officer at site.
OD127581/2024-2025:Supplying and fixing Vinyl Sticker for Rename in DLP Board
C.K SUBAIR (BID ID -2194411)
ABDUL KHADER V P (BID ID -2194414)
Bidder Name
ABDUL KHADER V P
C.K SUBAIR
ABOOBACKER SIDDIK S U
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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