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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.1 LAccepted-AOC PALATHINKAL BHOOTHATHANKETTU P O AE LSGD PALLARIMANGALAM GRAMA PANCHAYATHAI PALLARIMANGALAM | IDUKKI | KERALA | 685501 | ₹78.1 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | L2₹80.1 L+₹2.0 L (2.59%)Rejected-Finance | ₹80.1 L+₹2.0 L (2.59%) | L2 | Rejected-Finance L1 AGREEMENT EXECUTED |
| Sl No | Description | Qty | Unit | Liju Paul L1 | Devanesan L2 |
|---|---|---|---|---|---|
| 1.00Appendix- A Reactive Maintenance(Initial Rectification work) | |||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 13.5 | cum | 2,300 ₹31,050 Lowest | 2,515 ₹33,952.5 |
| 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. | 13.5 | cum | 4,800 ₹64,800 Lowest | 5,493 ₹74,155.5 |
| 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. | 2,800 | sqm | 13 ₹36,400 | 12 ₹33,600 Lowest |
| 1.00 | OD64560/2025-2026: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 viscosity grade bitumen ( VG - 30) to the required line, grade and level to serve as wearing course on a previously prepared base, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade | 2,800 | per sqm | 270 ₹7,56,000 Lowest | 283 ₹7,92,400 |
| 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 | 24 | cum | 100 ₹2,400 | 47 ₹1,128 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 | 34.5 | cum | 3,200 ₹1,10,400 Lowest | 3,533 ₹1,21,888.5 |
| 1.01 | 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. | 230 | sqm | 1,300 ₹2,99,000 | 1,206 ₹2,77,380 Lowest |
| 1.01 | 12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork) | 63.45 | cum | 7,750 ₹4,91,737.5 Lowest | 8,023 ₹5,09,059.35 |
| 1.01 | 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. | 27.2 | sqm | 550 ₹14,960 | 498 ₹13,545.6 Lowest |
Tender Value
₹84.4 L
EMD Value
₹50,000
Closing Date
15 Sept 2025, 11:00 amClosed
EXECUTIVE ENGINEER
PWD ROADS DIVISION IDUKKI PAINAVU
GENERAL-RM / 2025-26- RC 2 Phase 1/ Zone-V -One year running contract for various PWD roads under roads section Muttom idukki District - 2 road stretches for a length of 25.208 km
2025_PWD_795327_1
36/EE/2025-26
Open Tender
Civil Works - Roads
Item Rate
365 days
THODUPUZHA
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
22 Oct 2025
9 Sept 2025
17 Sept 2025
9 Sept 2025
15 Sept 2025
9 Sept 2025
Amount
Appendix- A Reactive Maintenance(Initial Rectification work)
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.
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.
OD64560/2025-2026: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 viscosity grade bitumen ( VG - 30) to the required line, grade and level to serve as wearing course on a previously prepared base, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade
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
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
55.22: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.
12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
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.
OD64561/2025-2026:Vinyl stickering on existing RC board.
Appendix- B Pre-monsoon works
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
OD64556/2025-2026:Supplying instant road repair mix to roads section Muttom in packets which contains 50kg of compounds
OD64557/2025-2026:Engaging mazdoor
OD64559/2025-2026:Engaging small Tipper for removing the excavated materials, debris for various premonsoon works
OD64558/2025-2026:Engaging Excavator (JCB) for various purposes
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 -C Proactive/Preventive maintenance
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.
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.
OD64566/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09mm (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, laying and rolling with a smooth wheeled roller 8-10 tonne
OD64562/2025-2026:Engaging mazdoor for clearing drain to prevent water logging
OD64564/2025-2026:Engaging Excavator (JCB) for various purposes for clearing water logging
OD64563/2025-2026:Supplying instant road repair mix to roads section Muttom in packets which contains 50kg of compounds
12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
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
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
55.22: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.
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.
OD134239/2025-2026:Dry rubble packing for retaining wall construction Morth OD
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
12.8.E.1.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> RCC Grade M25 - Using Concrete Mixer <br>
OD134241/2025-2026:PVC weep holes - Providing weep holes using 75mm dia. PVC pipes working pressure 4kg/sq.cm including cost of materials, conveyance, labour charges etc. complete.
OD64565/2025-2026:Conducting and Reporting Inspection Inspection for the entire length of the Project Road frequency of 7 days throughout thr agreement project for the Running Contract as directed by the departmental officers at site
Appendix-D Emergency Works
OD64568/2025-2026:Engaging mazdoor for various purposes
OD64567/2025-2026:Engaging Excavator (JCB) for various purposes
OD64569/2025-2026:Engaging small Tipper for removing the excavated materials,debris for various premonsoon works
OD64571/2025-2026:Hire charges of wood cutting equipments ,pullies etc.
OD64570/2025-2026:Engaging wood cutter for cutting branches of trees of any girth
Devanesan (BID ID -2338568)
Bidder Name
Liju Paul
Devanesan
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