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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹46.4 LAccepted-AOC | 1 | Accepted-AOC Accepted | |
| 2 | 2₹46.9 L+₹44,563 (0.96%)Rejected-AOC | 2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | SALY PAUL KANNANTHANAM L1 | PAULKANNANTHANAM L2 |
|---|---|---|---|---|---|
| 1.00APPENDIX A- INITIAL RECTIFICATION | |||||
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 14.01 | cum | 2,588.57 ₹36,258.1 Lowest | 2,688.57 ₹37,658.8 |
| 1.00 | 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. | 13.3 | cum | 11,424.69 ₹1,52,005.5 Lowest | 12,424.69 ₹1,65,310.5 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 19.9 | cum | 2,499.55 ₹49,733.55 Lowest | 2,599.55 ₹51,723.25 |
| 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. | 17.94 | cum | 5,079.23 ₹91,106.15 Lowest | 5,179.23 ₹92,899.85 |
| 1.00 | 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 | 210.3 | sqm | 6.12 ₹1,287.04 Lowest | 6.12 ₹1,287.04 Lowest |
| 1.01 | 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 | 31.55 | cum | 3,424.39 ₹1,08,022.38 Lowest | 3,424.39 ₹1,08,022.38 Lowest |
| 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. | 31.55 | cum | 3,520.2 ₹1,11,044.71 Lowest | 3,520.2 ₹1,11,044.71 Lowest |
| 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. | 210.3 | sqm | 69.71 ₹14,660.01 Lowest | 69.71 ₹14,660.01 Lowest |
| 1.01 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | 294.42 | sqm | 15.19 ₹4,472.24 Lowest | 15.19 ₹4,472.24 Lowest |
Tender Value
₹42.2 L
EMD Value
₹50,000
Closing Date
9 Apr 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
O/o,Executive Engineer,PWD Roads Division Kannur
One year Running Contract
2025_PWD_755814_1
PWD/RB/TR/227/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Various PWD Roads under Roads Section Panoor
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
18 Sept 2025
28 Mar 2025
11 Apr 2025
28 Mar 2025
9 Apr 2025
28 Mar 2025
Amount
APPENDIX A- INITIAL RECTIFICATION
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.
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.
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
4.1.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
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.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
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.
OD218471/2024-2025:Mix seal surfacing providing ,laying and rolling of close graded premixed surfacing material of 20mm thickness composed of 11.2mm to 0.9 mm(type A) or 13.2mm to 0.9 mm (Type B) aggregate using bitumen VG-30 to 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 static roller 8-10KN and finishing to required level and grades as per technical specification . By manual means Type A (Bitumen VG-30).
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
8.13: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.
8.6: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.
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 :-
OD218472/2024-2025:Replacing and fixing of non retro-reflectorized Vinyl sign of existing display board for Running Contract work with one year warranty (manufactured with Vinyl printed sheeting fixed over 3 mm thick aluminium composite panel material)
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
OD223849/2024-2025:Providing and fixing of Non-relective RC(Running contract) informatory sign board made of non reflective grade sheeting fixed over Aluminium sheeting 2mm thick/Aluminium composite material sheeting mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole50mm NE confirming to IS 1239firmly fixed to the ground by means of properly designed foundation with M75 grade cement concrete min size 45x45x60cm 60cm 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.120mmx600mm rectangular
APPENDIX B- PREMONSOON WORKS
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
OD218465/2024-2025:Engaging Man Mazdoor whenever required for the removal of earth and other debris causing chocking of culverts and drain as per the direction of Engineer in charge
OD218464/2024-2025: Engaging mazdoor for cutting branches of trees leaned towards the road threatening to pedestrians and traffic and removal of fallen trees or branches on the road and clearing traffic blockage, stacking the wood at a suitable place as directed by the Engineer in charge.
OD218466/2024-2025:Engaging wood cutter for cutting trees.
OD220017/2024-2025:Hire charges for wood cutting equipements, pulleys etc
OD220018/2024-2025:Hiring in Tipper to shift Felled hazardous trees/branches as per the direction of departmental Engineer
OD218463/2024-2025:Lifting of R.C.C Slab and replacing after removal of silt from drainage
OD218832/2024-2025:Hiring Hydraulic Excavator 1cum bucket capacity to remove slipped earth and rock materials on the roads as per direction of Engineer in charge
OD218833/2024-2025:Hiring in Tipper to shift slipped earth and rock materials to a suitable locations indicated by the department Engineer
OD223544/2024-2025:Hiring tipper to shift unservicable earth from drain and culvert ,to a suitable locations indicated by the department engineer
APPENDIX C- PREVENTIVE MAINTENANCE WORKS
10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)
OD218470/2024-2025: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 the entire reach specified in the agreement and as directed by the departmental officer.
OD218469/2024-2025:Engaging labours as per requirement for conducting/reporting routine inspection and to take necessary instructions as applicable following the guidelines of running contract all along the route for a day of inspection covering the entire reach specified in the agreement and as directed by the department officers.
OD218948/2024-2025:Supplying and conveying of ready mixed bituminous compound including engaging of labour and auto -pickups required in order to carry out the laying of the bituminous compound by filling poteholes occured during monsoon times or otherwise, controlling traffic etc. all complete as per the direction of the engineer -in -charge.
2.4.4.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 Dismantling Stone Masonry - Rubble stone masonry in cement mortar.
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)
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: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
13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
Appendix-D Emergency Works
OD223523/2024-2025:Engaging Mazdoor for cutting branches of trees leaned toward the road threatening to pedestrians and traffic and removal of fallen trees or branches on the road and clearing traffic blockage, stacking the wood at a suitable place as directed by the Engineer in charge.
OD223536/2024-2025:Engaging labour for removing fallen trees and branches, providing temporary protection workfor restoring traffic etc, on various roads as per the direction of deptarmental officers ( Wood cutter )
OD223539/2024-2025:Hire charges for wood cutting equipements, pulleys etc
PAULKANNANTHANAM (BID ID -2192165)
Bidder Name
PAULKANNANTHANAM
SALY PAUL KANNANTHANAM
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