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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-AOC | ₹2.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.6 Cr+₹2.7 L (1.08%)Rejected-AOC | ₹2.6 Cr+₹2.7 L (1.08%) | L2 | Rejected-AOC L2 |
| 3 | L3₹2.6 Cr+₹8.9 L (3.51%)Rejected-AOC LID AND EW SECTION PALLIKKATHODU GRAMA PANCHAYATH | KOTTAYAM | KERALA | 686102 | ₹2.6 Cr+₹8.9 L (3.51%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | BINOY JOSEPH, VELLANICKAL L2 | BAIJU M MANI L1 | Shajimon Joseph L3 |
|---|---|---|---|---|---|---|
| 1.00Appendix A Reactive Maintenance | ||||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 84 | cum | 2,255 ₹1,89,420 | 2,122 ₹1,78,248 Lowest | 2,373 ₹1,99,332 |
| 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. | 84 | cum | 4,923 ₹4,13,532 | 4,632 ₹3,89,088 Lowest | 5,185 ₹4,35,540 |
| 1.00 | 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 | 400 | sqm | 5.4 ₹2,160 | 5.22 ₹2,088 Lowest | 5.71 ₹2,284 |
| 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 | 106.5 | cum | 3,167 ₹3,37,285.5 | 2,982 ₹3,17,583 Lowest | 3,335 ₹3,55,177.5 |
| 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. | 52.5 | cum | 3,220 ₹1,69,050 | 3,032 ₹1,59,180 Lowest | 3,391 ₹1,78,027.5 |
| 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. | 351 | sqm | 1,062.5 ₹3,72,937.5 | 1,062 ₹3,72,762 Lowest | 1,119 ₹3,92,769 |
| 1.01 | 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) | 30.72 | cum | 7,812 ₹2,39,984.64 | 7,352 ₹2,25,853.44 Lowest | 8,227 ₹2,52,733.44 |
| 1.01 | 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. | 400 | sqm | 55.5 ₹22,200 | 52 ₹20,800 Lowest | 58.59 ₹23,436 |
| 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. | 61,472.2 | sqm | 10.8 ₹6,63,899.76 Lowest | 12 ₹7,37,666.4 | 11.39 ₹7,00,168.36 |
Tender Value
₹2.9 Cr
EMD Value
₹1 L
Closing Date
14 Jul 2025, 5:00 pmClosed
Superintending Engineer Roads South Circle, TVPM
Office of the Superintending Engineer Roads South circle TVPM
GENERALRM 2025 26 RC 2 Phase 1 Zone I One year Running contract for various PWD Roads under Roads section Vaikom in Kottayam district 28 road stretches for a length of 79 552 km General civil work General Civil Work
2025_PWD_773337_1
PWD/RB/TR/5038/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
360 days
kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
17 Sept 2025
1 Jul 2025
17 Jul 2025
1 Jul 2025
14 Jul 2025
1 Jul 2025
Amount
Appendix A Reactive 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.
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
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.
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.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
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.
OD9973/2024-2025:Close Graded Premix Surfacing/Mixed Seal Surfacing :- Case I, Type - A -By Manual means 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 Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade
OD9974/2024-2025:Providing and fixing of DLP board for Running contract work with Non -retro reflectorised Vinyl with 1 years warranty manufactured Vinyl printed sheeting fixed over aluminium sheeting 2 mm thick /aluminium composit material sheeting 4 mm thick with area not exceeding 0.90sqm ,with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50 mm NB confIrming to IS 1239 firmily fixed to the ground by means of properly designed foundation with M15 grade cement concrete min siz 45cmx45cmx60 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.
OD190051/2024-2025:Removing Old existing Vinyl sticker works on the display board of running contract and replacing with new vinyl sticker including lettering, symbols and transporting to the site etc as per approved drawing and directions of engineers
APPENDIX B PRE MONSOON WORKS
OD9966/2024-2025:Engaging wood cutter with machine for Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, etc
OD9967/2024-2025:Engaging tipper with driver and fuel for assisting excavator and other miscellaneous activities
OD9968/2024-2025:Engaging Hydraulic Excavator for clearing unserviceable soil and dumped earth along shoulders and on road surface etc.
OD9969/2024-2025:Engaging Man mazdoor for clearing blocked culverts and CC drains etc for loading & unloading activities and other miscellaneous activities etc complete
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
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
OD306461/2024-2025:Cutting of light jungles and grass using brush cutter with all expenses
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.
OD9975/2024-2025:Close Graded Premix Surfacing/Mixed Seal Surfacing :- Case I, Type - A -By Manual means 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 Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade
OD9976/2024-2025:Filling up of potholes with Bituminous Readymix compound (25 kg 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 25 kg
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
8.13: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.
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 :-
8.15:Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)
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.
55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm <br>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.<br>300 mm x 900 mm
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
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
OD9977/2024-2025: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
55.15:Refurbishment of existing signboards<br>Refurbishment 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.
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
Appendix D Emergency works
OD9970/2024-2025:Engaging tipper with driver and fuel for assisting excavator and other miscellaneous activities
OD9971/2024-2025:Engaging Hydraulic Excavator for clearing soil on road surface
OD9972/2024-2025:Engaging Man mazdoor for clearing blocked culverts and CC drains etc for loading & unloading activities and other miscellaneous activities etc complete
BINOY JOSEPH, VELLANICKAL (BID ID -2244626)
Shajimon Joseph (BID ID -2248695)
Bidder Name
BAIJU M MANI
Shajimon Joseph
BINOY JOSEPH, VELLANICKAL
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