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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.6 LAccepted-AOC | ₹75.6 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | L2₹78.0 L+₹2.3 L (3.09%)Rejected-Finance PALATHINKAL BHOOTHATHANKETTU P O AE LSGD PALLARIMANGALAM GRAMA PANCHAYATHAI PALLARIMANGALAM | IDUKKI | KERALA | 685501 | ₹78.0 L+₹2.3 L (3.09%) | L2 | Rejected-Finance L1 AGREEMENT EXECUTED |
| 3 | L3₹78.9 L+₹3.2 L (4.29%)Rejected-Finance | ₹78.9 L+₹3.2 L (4.29%) | L3 | Rejected-Finance L1 AGREEMENT EXECUTED |
| Sl No | Description | Qty | Unit | SHIJU THOMAS L1 | Devanesan L3 | Liju Paul L2 |
|---|---|---|---|---|---|---|
| 1.00Appendix- A Reactive Maintenance(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 | 90 | cum | 44.83 ₹4,034.7 Lowest | 52.76 ₹4,748.4 | 46 ₹4,140 |
| 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 | 95.4 | cum | 3,237.05 ₹3,08,814.57 | 3,445.62 ₹3,28,712.15 | 3,234 ₹3,08,523.6 Lowest |
| 1.00 | 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. | 98.56 | cum | 3,291.71 ₹3,24,440.81 | 2,897.82 ₹2,85,617.83 Lowest | 3,300 ₹3,25,257.9 |
| 1.00 | 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. | 1,388.5 | sqm | 56.87 ₹78,964 Lowest | 85.35 ₹1,18,508.48 | 65 ₹90,252.5 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 18.93 | cum | 2,304.13 ₹43,628.7 Lowest | 2,516.83 ₹47,656.18 | 2,310 ₹43,739.85 |
| 1.01 | 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. | 18.93 | cum | 5,032.45 ₹95,289.44 | 5,044.65 ₹95,520.45 | 5,030 ₹95,243.05 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. | 6,630 | sqm | 11.06 ₹73,327.8 Lowest | 11.73 ₹77,769.9 | 12 ₹79,560 |
| 1.01 | OD64706/2025-2026:Providing laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to .9mm(Type A) or 13.2 mm to .9mm (Type B) aggregate using penetration grade bitumen to required line ,grade and level to serve as wearing course on previously prepared base.including mixing in asuitable plant laying and rolling with afree wheel 8-10 kN static roller and finishing to required level and grades as per Technical specification | 6,630 | sqm | 259.83 ₹17,22,672.9 Lowest | 263.86 ₹17,49,391.8 | 265 ₹17,56,950 |
| 1.01 | 12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork) | 118.12 | cum | 7,350.26 ₹8,68,249.46 Lowest | 7,811.59 ₹9,22,744.07 | 7,400 ₹8,74,125 |
Tender Value
₹84.0 L
EMD Value
₹50,000
Closing Date
25 Sept 2025, 11:00 amClosed
EXECUTIVE ENGINEER
PWD ROADS DIVISION IDUKKI PAINAVU
GENERAL-RM /2025-26 - RC 2 Phase 1/ Zone -1 -One year Running Contract for various PWD Roads under Road Section Muttom in Idukki district -2 road stretches for a length of 27.15 km
2025_PWD_798559_1
41/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
26 Nov 2025
17 Sept 2025
27 Sept 2025
17 Sept 2025
25 Sept 2025
17 Sept 2025
Amount
Appendix- A Reactive Maintenance(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
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.
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.
OD64706/2025-2026:Providing laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to .9mm(Type A) or 13.2 mm to .9mm (Type B) aggregate using penetration grade bitumen to required line ,grade and level to serve as wearing course on previously prepared base.including mixing in asuitable plant laying and rolling with afree wheel 8-10 kN static roller and finishing to required level and grades as per Technical specification
12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
OD64708/2025-2026: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
OD64712/2025-2026:Supplying instant road repair mix to roads section Muttom in packets which contain 25 kg of compounds.
OD64710/2025-2026:Engaging mazdoor
OD64711/2025-2026:Engaging small Tipper for removing the excavated materials, debris for various premonsoon works
OD64709/2025-2026:Engaging Excavator 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.
OD64715/2025-2026:Providing, laying and rolling of close graded premix surfacing materials 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.
5.10.1.a:Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade, and cross fall using crushed stone chipping of 6.7 mm size and bitumen (VG-30) @ 9.8 kg per 10 sqm
OD64714/2025-2026:Supplying granular material at site
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 <br>
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)
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>
OD64713/2025-2026: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
OD64717/2025-2026:Engaging mazdoor
OD64716/2025-2026:Engaging Excavator (JCB) for various purposes
OD64718/2025-2026:Tipper
OD64720/2025-2026:Hire charges of wood cutting equipments ,pullies etc.
OD64719/2025-2026:Engaging wood cutter for cutting branches of trees of any girth
Liju Paul (BID ID -2357244)
Devanesan (BID ID -2356493)
Bidder Name
Liju Paul
Devanesan
SHIJU THOMAS
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