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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.4 Cr+₹2.7 L (2.00%)Rejected-AOC | ₹1.4 Cr+₹2.7 L (2.00%) | L2 | Rejected-AOC L2 |
Tender Value
₹1.1 Cr
EMD Value
₹50,000
Closing Date
8 Apr 2025, 2:30 pmClosed
Superintending Engineer
Office of the Superintending Engineer, PWD Roads , North Circle, Kozhikode
GENERAL 2024 25 RC2 Phase 1 Cluster 2 of 3 One Year Running Contract for various PWD roads Under Roads section Nileshwaram in Kasargod District 5 Roads stretches for a length of 29.72 KM General Civil Work
2025_PWD_755974_1
PWD/RB/TR/15946/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
360 days
NILESWARAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,515
Yes
₹50,000
Yes
20 Jun 2025
28 Mar 2025
10 Apr 2025
28 Mar 2025
8 Apr 2025
28 Mar 2025
Amount
APPENDIX A-REACTIVE MAINTENANCE (Initial rectification works)
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 :-
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
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.
OD131126/2024-2025:supplying and fixing Vinyle sticker (Printing and Fixing) for renaming of existing DLP board
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
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
APPENDIX B- PRE-MONSOON WORKS
2.1.1:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 300 mm to 600 mm
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
2.3.1.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 Manual Means
OD131113/2024-2025:Replacing the RCC covering slabs of any thickness from the top of drain and fixing in position after cleaning of drain including all labour charges and miscellaneous expenses etc. complete.
OD131114/2024-2025:Engaging Hydraulic Excavator
OD131115/2024-2025:Engaging Truck
OD131116/2024-2025:Engaging Mate
OD131117/2024-2025:Engaging Mazdoor
OD131118/2024-2025:Engaging wood cutter / Sawyer
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.
APPENDIX C - 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)
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.
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.
55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.
OD131122/2024-2025: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
OD131123/2024-2025:Supplying ready mixed bitumen macadam pot hole filler of 50 kg bag including all cost of materials and conveyance from Trivandrum to PWD Roads section office
OD131124/2024-2025:Carrying and laying ready mixed bitumen macadam pot hole filler from PWD Roads Section office stores to various PWD roads including all labour charges etc. complete.
OD131125/2024-2025:Conducting and reporting routine inspections for the entire length of the project road frequency of seven days through out the agreement period of the running contract.
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
2.4.1.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres - Cement Concrete Grade M-15 & M-20. - By Manual Means
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.
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)
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
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)
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
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD152436/2024-2025:Hiring hydraulic excavator 1 cum bucket capacity to remove slipped earth and rock materials on the roads as per direction of engineer in charge.
OD152441/2024-2025:Engaging Mazdoor
OD152443/2024-2025:Engaging mate
APPENDIX D - EMERGENCY WORKS
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
OD131119/2024-2025:Engaging Mate
OD131120/2024-2025:Engaging Madoor
8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 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 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 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.
PA ABDUL RAHMAN (BID ID -2190089)
Bidder Name
M ABDHUL BASHEER
PA ABDUL RAHMAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1227769.pdf
boq_comp_chart.xlsx
xlsx
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