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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.0 LAccepted-AOC | ₹60.0 L | L1 | Accepted-AOC Lowest 1 |
| Sl No | Description | Qty | Unit | C M ABDUL RAHIMAN L1 |
|---|---|---|---|---|
| 1.00Appendix A:-Initial Rectification work | ||||
| 1.00 | 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 | 276.07 | cum | 54.23 ₹14,971.55 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 83.25 | cum | 2,642.98 ₹2.2 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. | 60.75 | cum | 5,886.35 ₹3.6 L |
| 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 | 98.7 | cum | 3,720.8 ₹3.7 L |
| 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. | 22.5 | cum | 3,277.42 ₹73,741.95 |
| 1.01 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 10.17 | cum | 2,733.25 ₹27,797.15 |
| 1.01 | 55.5.a:Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm. | 10.17 | cum | 4,789.2 ₹48,706.16 |
| 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. | 6,270 | sqm | 13.43 ₹84,206.10 |
| 1.01 | OD165005/2025-2026:Mixed seal surfacing 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 viscosity grade bitumen (VG-30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade as per technical . | 6,270 | sqm | 301.91 ₹18.9 L |
Tender Value
₹55.1 L
EMD Value
₹50,000
Closing Date
13 Oct 2025, 5:00 pmClosed
EXECUTIVE ENGINEER
PWD ROADS DIVISION KASARGOD
GENERAL RM 2025 26 RC 2 Phase 1 ZONE I One year Running Contract for various PWD roads under section Kasaragod in Kasaragod District 5 roads for a length of 18 43 km General Civil Work
2025_PWD_801939_2
D1-TD/31/E tender/2025-26
Open Tender
Civil Works - Roads
360 days
KASARGOD
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
Yes
27 Feb 2026
7 Oct 2025
16 Oct 2025
7 Oct 2025
13 Oct 2025
7 Oct 2025
Amount
Appendix A:-Initial Rectification work
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
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.
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
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.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.5.a:Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm.
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.
OD165005/2025-2026:Mixed seal surfacing 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 viscosity grade bitumen (VG-30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade as per technical .
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.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
OD89231/2025-2026:Refixing DLP board for running contract work with non-retro reflectorised vinyl sign with one year warranty manufactured vinyl printedsheeting fixed over aluminium sheeting
Appendix B:-Premonsoon work
OD89225/2025-2026:Lifting, conveying and fixing the RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete
OD89226/2025-2026:Supply of wood cutter /sawyer for the cutting of fallen trees ,clearing of traffic blocks
OD89224/2025-2026: Supply of mate for wood work/clearing traffic block etc
OD89227/2025-2026:Supply of man mazdoor for clearing traffic blockages,cutting fallen trees etc
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
Appendix C:- Proactive /Preventive Maintenance
3.25.B:Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock by Manual Means to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
OD89223/2025-2026:Supplying instant tarred maccadom(shellmac) conforming IRC116-2014,packed in 50kh HDPE air tight bags including stacking at section stores under this division
OD89222/2025-2026:For laying instant tarred meccadom (shellmacc)-including all labour and conveyance charges etc complete.
Appendix D:-Emergency work
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
10.11:Removal of earth from the choked hill side drain and disposing it on the valley side manually
OD89228/2025-2026:Engaging labour as per requirement for conducting/reporting routine inspection and to take necessary instruction 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
OD89229/2025-2026:Hiring of inspection vehicle: where in charges applicable as per utilization per Km run to and from at a frequency as detailed in the guidelines of running contract along the route convenient to cover 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.
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 :-
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.
Bidder Name
C M ABDUL RAHIMAN
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