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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹81.2 LAccepted-AOC | ₹81.2 L Quoted ₹86.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹87.9 LRejected-AOC | ₹87.9 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SHAJI PAILYE L1 | SUBIN SHAJI L2 |
|---|---|---|---|---|---|
| 1.00Appendix A-Reactive Maintainance(Intial rectification work) | |||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 15.03 | cum | 2,737.83 ₹41,141.37 | 2,789 ₹41,910.30 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 3.58 | cum | 2,831.33 ₹10,136.16 | 2,884.25 ₹10,325.62 |
| 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. | 15.03 | cum | 5,950.51 ₹89,418.31 | 6,061.74 ₹91,089.77 |
| 1.00 | OD177698/2025-2026: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 12mm departmental broken stone
and compacting with power roller to get a compact surface | 3.58 | cum | 10,268.15 ₹36,759.98 | 10,460.08 ₹37,447.09 |
| 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. | 8,761.56 | sqm | 13.23 ₹1.2 L | 13.48 ₹1.2 L |
| 1.01 | OD177697/2025-2026: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.... | 8,761.56 | per sqm | 306.4 ₹26.8 L | 312.13 ₹27.3 L |
| 1.01 | OD177700/2025-2026:Providing and fixing of DLP board for Running contract work with Non-retro-reflectorised
Vinyl sign with 1 years warranty manufactured Vinyl Printed sheeting fixed over aluminum
sheeting 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not
exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 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 | 2.88 | sqm | 7,461.66 ₹21,489.58 | 7,601.13 ₹21,891.25 |
| 1.01 | OD177699/2025-2026: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 | 12.96 | per sqm | 1,217.6 ₹15,780.10 | 1,240.36 ₹16,075.07 |
| 2.00Appendix -B Pre- Mansoon Works | |||||
Updated dates
Tender Value
₹80.7 L
EMD Value
₹50,000
Closing Date
24 Dec 2025, 6:00 pmClosed
Executive Engineer PWD Roads KTM
Office of the Executive Engineer PWD Roads KTM
GENERAL-RM 2025-26 - RC 2 Phase 2/Zone I-One year Running Contract for various PWD Roads under Road Section Kuravilangadu in Kottayam district.9 Road stretches for a length of 40.51 Km-General Civil Work-.
2025_PWD_821867_1
PWD/RB/TR/18966/2025_5_1_1/1
Open Tender
Civil Works - Roads
365 days
KURAVILANGADU
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
10 Mar 2026
15 Dec 2025
26 Dec 2025
15 Dec 2025
24 Dec 2025
15 Dec 2025
Work Name:GENERAL-RM / 2025-26 - RC 2 Phase 2/Zone I-One year Running Contract for various PWD Roads under Road Section Kuravilangadu in Kottayam district.9 Road stretches for a length of 40.51 Km-General Civil Work-.
ed cold mix and compacting manually to get a compact surface+OD177705/2025-2026:Engaging labour with passenger car not less than1000 cc for Conducting and reporting routine inspection up to 20Km per day for the entire length of project road at a frequency of 7 days throughout the agreeement period of running contract as directed by the departmental officers.h4.1.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 MethodOD177708/2025-2026:Dry rubble masonry for foundation and superstructure of retaining wall including cost conveyance and labour charges etc. complete.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 h12.1.2.B: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 Rock (not requiring blasting ) - Depth up to 3 m - Mechanical Means ´9.1:Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) Appendix- D Emergency Works(OD177710/2025-2026::Engaging Man cooliesSOD177713/2025-2026:Wood cutter for cutting branches of trees to dangerous to public1OD177712/2025-2026: Engaging hydraulic excavator5OD177711/2025-2026:Hire and running charges of tipper13.5.B:Plain/Reinforced Cement Concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20 - Height upto 5m12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical SpecificationsMT38.7.B:Providing and erecting overhead signs with retro- reflectorised sign with 7 years warranty manufactured as per IRC :67 made of High Intensity Micro Prismatic (Type IV) grade sheeting fixed over corrosion resistant 2mm thick aluminium alloy sheet with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans Aluminium Alloy Plate for Over Head sign>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.18.35: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 :-noï55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm+55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.metre
Work Name:GENERAL-RM / 2025-26 - RC 2 Phase 2/Zone I-One year Running Contract for various PWD Roads under Road Section Kuravilangadu in Kottayam district.9 Road stretches for a length of 40.51 Km-General Civil Work-.
ed cold mix and compacting manually to get a compact surface+OD177705/2025-2026:Engaging labour with passenger car not less than1000 cc for Conducting and reporting routine inspection up to 20Km per day for the entire length of project road at a frequency of 7 days throughout the agreeement period of running contract as directed by the departmental officers.h4.1.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 MethodOD177708/2025-2026:Dry rubble masonry for foundation and superstructure of retaining wall including cost conveyance and labour charges etc. complete.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 h12.1.2.B: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 Rock (not requiring blasting ) - Depth up to 3 m - Mechanical Means ´9.1:Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) Appendix- D Emergency Works(OD177710/2025-2026::Engaging Man cooliesSOD177713/2025-2026:Wood cutter for cutting branches of trees to dangerous to public1OD177712/2025-2026: Engaging hydraulic excavator5OD177711/2025-2026:Hire and running charges of tipper13.5.B:Plain/Reinforced Cement Concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20 - Height upto 5m12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical SpecificationsMT38.7.B:Providing and erecting overhead signs with retro- reflectorised sign with 7 years warranty manufactured as per IRC :67 made of High Intensity Micro Prismatic (Type IV) grade sheeting fixed over corrosion resistant 2mm thick aluminium alloy sheet with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans Aluminium Alloy Plate for Over Head sign>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.18.35: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 :-noï55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm+55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.metre
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