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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.4 Cr+₹3.2 L (2.29%)Rejected-AOC LID AND EW SECTION PALLIKKATHODU GRAMA PANCHAYATH | KOTTAYAM | KERALA | 686102 | ₹1.4 Cr+₹3.2 L (2.29%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.5 Cr+₹7.3 L (5.23%)Rejected-AOC ARISHAD HOUSE AHMED NAGAR PANTAS KUTTER MALAPPURAM KERALA | MALAPPURAM | MALAPPURAM | KERALA | 676305 | ₹1.5 Cr+₹7.3 L (5.23%) | L3 | Rejected-AOC L3 |
| 4 | L4₹1.5 Cr+₹7.3 L (5.24%)Rejected-AOC | ₹1.5 Cr+₹7.3 L (5.24%) | L4 | Rejected-AOC L4 |
| 5 | L5₹1.6 Cr+₹16.2 L (11.6%)Rejected-AOC | ₹1.6 Cr+₹16.2 L (11.6%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | Shajimon Joseph L2 | BAIJU M MANI L5 | BINOY JOSEPH, VELLANICKAL L4 | BABU JOSEPH L1 | Muhammed L3 |
|---|---|---|---|---|---|---|---|---|
| 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. | 61.03 | cum | 2,238.88 ₹1,36,632.13 | 2,467 ₹1,50,553.61 | 2,305 ₹1,40,667.24 | 2,197 ₹1,34,076.32 Lowest | 2,302.85 ₹1,40,536.03 |
| 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. | 61.03 | cum | 4,889.95 ₹2,98,418.98 | 5,417 ₹3,30,583.26 | 5,030 ₹3,06,965.81 | 4,800 ₹2,92,929.6 Lowest | 5,029.66 ₹3,06,945.06 |
| 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. | 3,370 | sqm | 55.26 ₹1,86,226.2 | 61.27 ₹2,06,479.9 | 57 ₹1,92,090 | 54 ₹1,81,980 Lowest | 56.84 ₹1,91,550.8 |
| 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. | 37,545.3 | sqm | 10.75 ₹4,03,611.98 | 11.77 ₹4,41,908.18 | 11 ₹4,12,998.3 | 10 ₹3,75,453 Lowest | 11.05 ₹4,14,875.57 |
| 1.00 | OD252948/2024-2025:MORD - 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) OR 13.2mm to 0.9 mm (Type - B) aggregates using penetration grade bitumen using VG 30 to the 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 three
wheeled roller 8-10 KN static roller and finishing to required level and grade as per Technical specification clause
509 of MORD - Bitumen @22 kg / 10 m2.... | 37,545.3 | sqm | 252.47 ₹94,79,061.89 | 277 ₹1,04,00,048.1 | 259.71 ₹97,50,889.86 | 247 ₹92,73,689.1 Lowest | 259.69 ₹97,50,138.96 |
| 1.01 | 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. | 11.7 | cum | 6,412.05 ₹75,020.99 | 7,107 ₹83,151.9 | 6,597 ₹77,184.9 | 6,294 ₹73,639.8 Lowest | 6,595.25 ₹77,164.43 |
| 1.01 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 3.9 | cum | 7,699.22 ₹30,026.96 | 8,537 ₹33,294.3 | 7,920 ₹30,888 | 7,558 ₹29,476.2 Lowest | 7,919.2 ₹30,884.88 |
| 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. | 337 | cum | 3,198.49 ₹10,77,891.13 | 3,397 ₹11,44,789 | 3,290.67 ₹11,08,955.79 | 3,140 ₹10,58,180 Lowest | 3,289.88 ₹11,08,689.56 |
| 1.01 | 4.1.B.2: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-VI - For sub-base cum drainage layer - Mix in Place Method | 10 | cum | 3,236.42 ₹32,364.2 | 3,387 ₹33,870 | 3,329 ₹33,290 | 3,177 ₹31,770 Lowest | 3,328.89 ₹33,288.9 |
Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
18 Jun 2025, 5:00 pmClosed
Superintending Engineer, PWD Roads South Circle, T
Office of the Superintending Engineer Roads South Circle, TVPM
GENERAL RM 2025 26 RC 2 Phase 1 Zone III One year Running Contract for various PWD Roads under Road Section Thalayolaparambu in Kottayam district 16 road stretches for a length of 47 98 km RCII PhaseI General Civil Work
2025_PWD_768299_1
PWD/RB/TR/2462/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
360 days
Thalayolaparambu
Please refer Tender documents.
7 documents required · 7 mandatory
₹6,508
Yes
₹50,000
Yes
2 Dec 2025
6 Jun 2025
21 Jun 2025
6 Jun 2025
18 Jun 2025
6 Jun 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.
5.1.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.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.
OD252948/2024-2025:MORD - 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) OR 13.2mm to 0.9 mm (Type - B) aggregates using penetration grade bitumen using VG 30 to the 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 three wheeled roller 8-10 KN static roller and finishing to required level and grade as per Technical specification clause 509 of MORD - Bitumen @22 kg / 10 m2....
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.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
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.
4.1.B.2: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-VI - For sub-base cum drainage layer - Mix in Place Method
OD49981/2025-2026: Laying departmental interlocking tile 100mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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
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
8.4.12: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 fixed over aluminum sheeting, 2 mm thick/aluminum composite 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. 50cmx 60 cm rectangular (Single chevron etc.)
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.
OD261291/2024-2025:Providing and fixing of vinyl printed sticker over existing running contract information board non- retro-reflectorized Vinyl sign with 1 year warranty manufactured Vinyl Printed sheet including lettering symbols etc.
Appendix- B: Pre-monsoon works
OD252944/2024-2025:Engaging wood cutter with machine for Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, etc
OD252943/2024-2025:Engaging Man coolies
OD252945/2024-2025:Engaging hydraulic excavator
OD252946/2024-2025:Hire and running charges of tipper
OD252947/2024-2025:Filling up potholes with bituminous ready mix compound(25kg bag) and compacting by ramming to get a compact surface including of cost of materials, laying charges,transportation to site etc. complete.Rate is arrived for a bag of 25kg
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
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.
OD252952/2024-2025:MORD - 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 penetration grade bitumen using VG 30 to the 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 three wheeled roller 8-10 KN static roller and finishing to required level and grade as per Technical specification clause 509 of MORD - Bitumen @22 kg / 10 m2....
OD252951/2024-2025:Engaging labour with passenger car not less than 1000 cc for Conducting and reporting routine inspection up to 20 km per day for the entire length of project road at a frequency of 7 days throughout the agreement period of Running contract as directed by the departmental officers
APPENDIX D- Emergency works
OD252953/2024-2025:Hire and running charges of tipper
OD252954/2024-2025:Hydraulic Excavator
OD252955/2024-2025:Mazdoor
Shajimon Joseph (BID ID -2225193)
Muhammed (BID ID -2227475)
BINOY JOSEPH, VELLANICKAL (BID ID -2226898)
BAIJU M MANI (BID ID -2226177)
Bidder Name
BAIJU M MANI
Shajimon Joseph
Muhammed
BINOY JOSEPH, VELLANICKAL
BABU JOSEPH
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