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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.3 LAccepted-AOC | L1 | Accepted-AOC L1 Lowest | |
| 2 | L2₹85.1 L+₹5.8 L (7.31%)Rejected-AOC | L2 | Rejected-AOC L2 Lowest |
| Sl No | Description | Qty | Unit | BABU JOSEPH L1 | SHAJI PAILYE 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. | 60.62 | cum | 2,172 ₹1,31,666.64 Lowest | 2,320.76 ₹1,40,684.47 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 3.5 | cum | 2,246 ₹7,863.25 Lowest | 2,400.02 ₹8,402.47 |
| 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. | 60.62 | cum | 4,744 ₹2,87,581.28 Lowest | 5,068.78 ₹3,07,269.44 |
| 1.00 | OD174848/2024-2025:##l 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 | 3.5 | cum | 8,187 ₹28,662.69 Lowest | 8,747.14 ₹30,623.74 |
| 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. | 22,840 | sqm | 10 ₹2,28,400 Lowest | 11.14 ₹2,54,437.6 |
| 1.01 | OD174849/2024-2025: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.... | 22,840 | per sqm | 244 ₹55,72,960 Lowest | 261.71 ₹59,77,456.4 |
| 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 | 42.08 | cum | 3,140 ₹1,32,115.5 Lowest | 3,354.78 ₹1,41,152.37 |
| 1.01 | 55.23:Supplying and laying interlocking tile 80mm 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. | 280.5 | sqm | 910 ₹2,55,255 Lowest | 972.94 ₹2,72,909.67 |
| 2.00Apeendix -B Pre mansoon Works | |||||
Tender Value
₹93.9 L
EMD Value
₹50,000
Closing Date
11 Jul 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
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 V One year Running contract for various roads under PWD Roads Section Kaduthuruthy in Kottayam District 13 road stretches for a length of 35.8 KM CIVIL WORK General Civil Work
2025_PWD_774942_1
PWD/RB/TR/20423/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
360 days
Kaduthuruthy
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
2 Dec 2025
5 Jul 2025
14 Jul 2025
5 Jul 2025
11 Jul 2025
5 Jul 2025
Amount
Appendix-A Reactive Maintenance (Initial Rectification work)
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.
OD174848/2024-2025:##l 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
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.
OD174849/2024-2025: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....
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
55.23:Supplying and laying interlocking tile 80mm 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.
Apeendix -B Pre mansoon Works
OD174858/2024-2025::Engaging Man coolies (Tree cutting and drain cleaning)
OD174859/2024-2025:Engaging hydraulic excavator
OD174860/2024-2025:Hire and running charges of tipper
OD174861/2024-2025: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
Appendix C Protective Maintainance
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.
OD174851/2024-2025:##l 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
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.
OD174852/2024-2025: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....
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.
55.10.1: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
8.6:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 High Intensity Micro Prismatic (Type IV) grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with an area exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on suitably designed GI pipe pole not less than 50mm NB , 2 Nos. 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.
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 :-
OD174850/2024-2025: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
OD174853/2024-2025: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.
OD310363/2024-2025: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
Apendix- D Emergency Works
OD174855/2024-2025::Engaging Man coolies
OD174856/2024-2025:Engaging hydraulic excavator
OD174854/2024-2025:Hire and running charges of tipper
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications<br> PCC Grade M15 ( Without formwork) <br>
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
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.
SHAJI PAILYE (BID ID -2247347)
Bidder Name
BABU JOSEPH
SHAJI PAILYE
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