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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.0 LAccepted-AOC | ₹25.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹25.4 LRejected-Finance | ₹25.4 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | ABDUL RASHEED M K L1 | HASSAN PH L2 |
|---|---|---|---|---|---|
| 1.00Appendix A- Reactive maintenance (Initial rectification) | |||||
| 1.00 | 2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means | 61.7 | cum | 526.59 ₹32,490.60 | 526.59 ₹32,490.60 |
| 1.00 | 2.4.3.D: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 Dismantling Brick / Tile work - Dry brick pitching or brick soling | 10 | cum | 425.04 ₹4,250.40 | 425.04 ₹4,250.40 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 25.88 | cum | 2,558.72 ₹66,206.88 | 2,558.72 ₹66,206.88 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 7.2 | cum | 2,646.11 ₹19,051.99 | 2,646.11 ₹19,051.99 |
| 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. | 25.88 | cum | 5,588.51 ₹1.4 L | 5,588.51 ₹1.4 L |
| 1.01 | 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. | 7.2 | cum | 12,594.07 ₹90,677.30 | 12,594.07 ₹90,677.30 |
| 1.01 | 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. | 46.27 | cum | 3,655.42 ₹1.7 L | 3,655.42 ₹1.7 L |
| 1.01 | 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. | 10 | sqm | 63.15 ₹631.50 | 63.15 ₹631.50 |
| 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 | 142 | sqm | 480.59 ₹68,243.78 | 480.59 ₹68,243.78 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
14 Oct 2025, 2:00 pmClosed
Executive Engineer, PWD Roads division
Office of the Executive Engineer, PWD Roads division, Kakkanad, Trikkakara. P.O Kakkanad 682021
GENERAL RM 2024 25 RCII Phase 2 ClusterII One year RC Ernakulam Kalamassery RM 2024 25 Zone 3 One year Running contract for various PWD Roads under road section Kalamasserry in Ernakulam district 18 road stretches for a length of 33240 m General Civ
2025_PWD_805682_1
PWD/RB/TR/18315/2025_5_1_1/1
Open Tender
Civil Works - Roads
365 days
Kakkanadu
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
30 Jan 2026
6 Oct 2025
16 Oct 2025
6 Oct 2025
14 Oct 2025
6 Oct 2025
Amount
Appendix A- Reactive maintenance (Initial rectification)
2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means
2.4.3.D: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 Dismantling Brick / Tile work - Dry brick pitching or brick soling
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.
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.
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
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.
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.
OD168830/2025-2026:Removing the 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 approved drawing and direction of engineer.
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.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
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)
Appendix-B pre-monsoon works
OD168817/2025-2026:Engaging Man mazdoor for cleaning drain, road side etc
OD168816/2025-2026:Arranging tipper /truck for transportation of timber and dumping at office premises for cleaning the site
OD168811/2025-2026:hiring chainsaw with motor for wood cutting
OD168815/2025-2026:Arranging skilled mazdoor cutting and removing trees and branches cutting
OD168814/2025-2026:Hire and running charge of light crane
OD168818/2025-2026: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
OD168819/2025-2026:Jetting culvert of 600mm to 1500mm using water jetting heavy type pump set and hose 4& 3" &2& including conveyance of pump, loading etc. complete as per direction of site engineers
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
OD168813/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying bitumen emulsion using 36mm departmental broken stone and compacting with power roller to get a compact surface.(55.8.a)
OD168812/2025-2026:Filling up pothole with bituminous ready mix bituminous compound bags of weight 25kg with good quality and standards as per IS specifications, and compacting by ramming to get a compact surface including cost of material, laying charges, transportation to site etc
Appenix-c proactive/preventive maintenance
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
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
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)
OD168827/2025-2026:null coolies engaged for clearing accumulated silt & dirt,removig collected debris ,removing and replacing RCC cover slabs
OD168826/2025-2026:OD69113/2021-2022-conducting and Reporting Routing Maintenance inspections for the entire length of the project roa at a frequency of 7 days throughout the agreement perio of the running contract as directed by the departmental officers at site.Additionl Routing Inspection may be required in response to reports or complaints from the police other authorities and the public as a result of major incience, typhoon or flooing damages etc,and are not measurable/payable.A portion of the routine inspection may be carried out either during or immediately following a period of wet weather.
4.1.B.1: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-V - For sub-base cum drainage layer - Mix in Place Method
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
8.15:Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)
Appenix- Emergency works
OD168824/2025-2026:Coolies engaged for clearing accumulated silt & dirt from chocked up culverts and for placing shelmac in pot holes
OD168823/2025-2026:Arranging tipper /truck for transportation of timber and dumping at office premises for cleaning the site
OD168821/2025-2026:Hire and running charges of light crane
OD168820/2025-2026:hiring chainsaw with motor for wood cutting
OD168825/2025-2026: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
OD168822/2025-2026:Arranging skilled mazdoor cutting and removing trees and branches cutting
HASSAN PH (BID ID -2385198)
Bidder Name
ABDUL RASHEED M K
HASSAN PH
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