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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 CrRejected-AOC | ₹1.3 Cr | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | N P MOHAMED MON L1 | MUHSIN MOHAMED L2 |
|---|---|---|---|---|---|
| 1.00Appendix A-Reactive Maintenance | |||||
| 1.00 | 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. | 22.27 | cum | 3,750 ₹83,531.25 | 4,000 ₹89,100 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 35.94 | cum | 3,000 ₹1.1 L | 3,000 ₹1.1 L |
| 1.00 | 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. | 12.5 | cum | 6,000 ₹75,000 | 6,000 ₹75,000 |
| 1.00 | 55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm 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 with pressure sprayer at the rate of 20 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. | 23.44 | cum | 3,600 ₹84,376.80 | 3,500 ₹82,033 |
| 1.00 | 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. | 7,800 | sqm | 16 ₹1.2 L | 18 ₹1.4 L |
| 1.01 | OD168503/2025-2026:Providing laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to .9mm(Type A) or 13.2 mm to .9mm (Type B) aggregate using penetration grade bitumen to required line ,grade and level to serve as wearing course on previously prepared base.including mixing in asuitable plant laying and rolling with afree wheel 8-10 kN static roller and finishing to required level and grades as per Technical specification | 7,800 | sqm | 320 ₹25.0 L | 320 ₹25.0 L |
| 1.01 | 10.5.1b:Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material | 2,467.5 | sqm | 500 ₹12.3 L | 600 ₹14.8 L |
| 1.01 | OD207129/2025-2026:Conducting and reporting routine inspection 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 | 2,535.26 | km | 60 ₹1.5 L | 60 ₹1.5 L |
| 2.00Appendix B Pre-Monsoon works | |||||
Updated dates
Tender Value
₹1.2 Cr
EMD Value
₹50,000
Closing Date
17 Nov 2025, 4:00 pmClosed
Superintenting Engineer
PWD Roads central circle Aluva
This estimate includes the provision for Supply 36mm broken stone pothole filling with 36mm broken stone GSB WMM Tack cot CGPC instant pothole filling with shelmac routine inspection Engaging coolie for petty work excavator bailing out water
2025_PWD_817540_1
PWD/RB/TR/14600/2025_5_1_1/1
Open Tender
Civil Works - Roads
360 days
Valappad
Please refer Tender documents.
10 documents required · 10 mandatory
₹6,508
Yes
₹50,000
Yes
29 Jan 2026
31 Oct 2025
20 Nov 2025
31 Oct 2025
17 Nov 2025
31 Oct 2025
31 Oct 2025 - 17 Nov 2025
Amount
Appendix A-Reactive Maintenance
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.
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.
55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm 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 with pressure sprayer at the rate of 20 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.
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.
OD168503/2025-2026:Providing laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to .9mm(Type A) or 13.2 mm to .9mm (Type B) aggregate using penetration grade bitumen to required line ,grade and level to serve as wearing course on previously prepared base.including mixing in asuitable plant laying and rolling with afree wheel 8-10 kN static roller and finishing to required level and grades as per Technical specification
10.5.1b:Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material
OD207129/2025-2026:Conducting and reporting routine inspection 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
Appendix B Pre-Monsoon works
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.
OD207163/2025-2026:Engaging wood cutter for cutting trees and branches standing in dangerous conditions
OD112232/2025-2026:Engaging heavy load mazdoor for removing and replacing slabs and clearing choked culverts etc
OD112233/2025-2026:Engaging Man mazdoor for clearing blocked up vent way,clearing of drains,pavement sweeping where required, removal of debris from roads, clearing all types of waste from roads ,clearing foot path/pedestrian area, construction of unlined surface drains, clearing grass and removal of rubbish etc. as per the direction of departmental officers
OD112228/2025-2026:Filling up potholes with bituminous ready mix compound (25 kg bag )and compacting by ramming to get a compact surface including cost of materials, laying charges, transportation to site etc. complete. Rate is arrived for a bag of 25 kg
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
OD112230/2025-2026:Engaging Tipper
OD207135/2025-2026:Hire charges of Front end loader for removing debris and other unwanted materials from roadway etc complete as per the direction of departmental officers at site
Appendix C- Protective/Preventive Maintenance
OD112237/2025-2026:Engaging Man mazdoor for petty works like clearing grass and removal of rubbish, stripping of excess soil etc. as per the direction of departmental officers
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.
55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm 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 with pressure sprayer at the rate of 20 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.
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.
OD141723/2025-2026: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 penetration grade bitumen to required line, grade and levelto serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static roller of80-100 KN static roller and finishing l to required level and grades as per technical specification clause 509 of MORD.
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.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (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
OD127128/2025-2026:Providing and fixing M.S Grills of Required pattern for cross Drain work etc. with MS Flats,sqaure,angle or Round bar ets
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.
55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm
8.4.2: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 equilateral triangle
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.
55.14:Providing and fixing retro-reflectorised ceramic tilesProviding and fixing retro-reflectorised ceramic tiles of size 10cmX20cm using High Intensity Micro Prismatic (Type IV) grade sheeting with 7 years warranty fixed over Ist quality ceramic glazed tiles including cost of glue, cutting charges, fixing with suitable adhisive on concrete or other surface etc complete.
OD126782/2025-2026:OD282289/2022-2023 Removing old existing vinyl sticker on the Display Board of running contract and replacing with new vinyl sticker including lettering symbols and transporting to site etc,as per approveddrawing and Directions of the Engineer.
Appendix D-Emergency Works
OD112236/2025-2026:Engaging Coolie for petty works
OD207153/2025-2026:Engaging Tipper for removing debris , Excess earth on the shoulder &amp removing other materials for
OD207154/2025-2026:Engaging excavator for berm clearing & other works as per the direction of departmental Officers.
4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method
OD207181/2025-2026:Hire and running charges of light crane for cutting the trees as per the direction of departmental officers at site.
MUHSIN MOHAMED (BID ID -2439733)
Bidder Name
N P MOHAMED MON
MUHSIN MOHAMED
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