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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 | L1₹37.2 LAccepted-AOC | L1 | Accepted-AOC lowest | |
| 2 | L2₹38.1 L+₹94,347.59 (2.54%)Rejected-AOC | L2 | Rejected-AOC 2nd lowest |
| Sl No | Description | Qty | Unit | RAJEESH P P L2 | THOMAS KANNANTHANATH L1 |
|---|---|---|---|---|---|
| 1.00Appendix-A:- Reactive Maintenance( Initial Rectification work) & Road Protection Work | |||||
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 16.23 | cum | 2,205.44 ₹35,789.88 | 2,150.86 ₹34,904.16 Lowest |
| 1.00 | 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. | 15.46 | cum | 8,073.87 ₹1,24,781.66 | 7,874.06 ₹1,21,693.6 Lowest |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 37.6 | cum | 2,132.6 ₹80,181.49 | 2,079.82 ₹78,197.07 Lowest |
| 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. | 34.18 | cum | 2,653.48 ₹90,695.95 | 2,587.81 ₹88,451.35 Lowest |
| 1.00 | 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 | 10.8 | cum | 3,003.12 ₹32,433.7 | 2,928.8 ₹31,631.04 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. | 10.8 | cum | 3,056.8 ₹33,013.44 | 2,981.15 ₹32,196.42 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. | 72 | sqm | 56.34 ₹4,056.48 | 54.95 ₹3,956.4 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. | 72 | sqm | 13.23 ₹952.56 | 12.91 ₹929.52 Lowest |
| 1.01 | 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. | 1,485.25 | sqm | 10.92 ₹16,218.93 | 10.65 ₹15,817.91 Lowest |
Tender Value
₹42.7 L
EMD Value
₹50,000
Closing Date
10 Jul 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer,Roads Division Kannur
Executive Engineer,Roads Division Kannur
GENERAL- RM 2025-26, RC-2,phase-1/Cluster II/Zone-I/one year RC/Iritty/Kannur District -RM Zone-I- One Year Running Contract for Various Roads under PWD Roads Section Iritty in Kannur district -8 road stretches for a length of 35.63KM
2025_PWD_774443_1
PWD/RB/TR/16263/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Iritty RC
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
1 Sept 2025
4 Jul 2025
14 Jul 2025
4 Jul 2025
10 Jul 2025
4 Jul 2025
Amount
Appendix-A:- Reactive Maintenance( Initial Rectification work) & Road Protection Work
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
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.
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.
OD138058/2024-2025:MIx seal Surfacing Providing, laying and rolling of close graded 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 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 8-10 KN and finishing to required level and grades as per Technical specification. By Manual means Type A(Bitumen VG-30)
12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
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.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (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
Appendix-B:- Pre- Monsoon Work
OD138060/2024-2025:Lifting and replacing of RCC slab from the drain for removing silt/muck causing choking of drain all complete; as per the directions of the engineer-in-charge.
OD138061/2024-2025:Engaging Hydraulic Excavator
OD138062/2024-2025:Engaging tipper
OD138063/2024-2025:Engaging wood cutter for cutting trees
OD138064/2024-2025:Engaging man mazdoor for helping wood cutting work removal of branches etc to road side
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
10.11:Removal of earth from the choked hill side drain and disposing it on the valley side manually
OD138065/2024-2025:Engaging special Mazdoor for clearing choked earth
Appendix C:- Proactive/Preventive maintenance
OD138053/2024-2025:Supplying ready mix bitumen pothole filler(25 kg bag)confirming to MORTHspec.table 500- 37with instant curing properties ,packed properly and conveniently including conveyance and delivering to the road section, Iritty
OD138054/2024-2025:Conveyance of Ready Mix Bitumen Pothole Filler Compound to the required site in Auto pickup
OD138055/2024-2025:Laying and compacting ready mix pothole filler by manual means
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)
2.3.2.B: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 thorny jungle - By Mechanical Means
OD138056/2024-2025:Hiring of inspection vehicle where incharges applicable as per utilisation 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.
OD138057/2024-2025: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
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.
OD220462/2024-2025:Providing and sticking of non retro reflectorised vinyl sign on Existing display board for running contract work with one year warrenty.1
OD220463/2024-2025: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
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-D:- Emergency work
OD138047/2024-2025:Engaging man mazdoor for helping wood cutting work removal of branches etc to road side
OD138048/2024-2025:Engaging special Mazdoor for clearing choked earth
OD138049/2024-2025:Engaging Hydraulic Excavator
OD138050/2024-2025:Engaging tipper
OD220470/2024-2025:Hire Charges for cranes to pick and place the cut branches of trees leaned towards the road threatening pedastrains and traffic and removal of fallen trees or branches on the road and clearing traffic blokage, stacking the wood at suitable place as directed by the engineer in charge.
OD220471/2024-2025:Hire charges for wood cutting equipements, pulleys etc
RAJEESH P P (BID ID -2246485)
Bidder Name
THOMAS KANNANTHANATH
RAJEESH P P
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