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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₹62.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹67.3 L+₹4.5 L (7.16%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹67.3 L+₹4.5 L (7.16%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹67.8 L
EMD Value
₹50,000
Closing Date
12 May 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer PWD Roads Division Kottayam
RM 2024 25 RC2 Phase 1 Zone 1 One year running contract for various PWD Roads under roads section Ettumanoor in Kottayam Dt 17 nos. of road stretches for a length of 65.135 km
2025_PWD_762536_1
PWD/RB/TR/16896/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
5 Jul 2025
29 Apr 2025
14 May 2025
29 Apr 2025
12 May 2025
29 Apr 2025
Amount
Appendix B - Premonsoon works
OD168947/2024-2025:Engaging man mazdoor for clearing drain, culvert and other miscellaneous items
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
OD168949/2024-2025:Engaging hydraulic excavator for removing deposited materials during monsoon season in road way and other emergent nature works for restore traffic
OD168950/2024-2025:Engaging wood cutter with machine
OD168948/2024-2025:Engaging tipper for removing the deposited unwanted materials and earth in road way during monsoon .
Appendix C-Proactive Maintenance
10.5.1b:Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material
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.
OD168945/2024-2025:Mix seal surfacing:-Providing laying and rolling close -graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.90mm(Type -A) or 13.2mm to 0.90mm (Type-B)aggregate using penetration grade bitumen to 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 wheel 8-10 KN static roller and finishing to required level and grades as per technical specification Clause 509 of MORTH
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.
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)
3.13.1.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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
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.
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
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.
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
12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
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.
OD168944/2024-2025:Engaging labour with passenger not less than 1000cc for conducting and reporting routine inspection up to 20 KM per day for the entire length of project road at frequency of 7 days throughout the agreement period of running contract as directed by the departmental officers
OD169019/2024-2025:Providing and fixing of RC board for Running contract work with Non-retro-reflectorized Vinyl sign with 1 years warranty manufactured Vinyl Printed sheeting fixed over MS sheeting 2 mm thick with area of size 1200x600 mm 0.72 sqm, with suitable back supporting frame of MS angle 25x25x4 and supported on GI pipe pole 50 mm 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 printer and as per approved drawing and clause 801 including lettering symbols etc.
OD168946/2024-2025: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
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
8.13: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.
55.38a: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.
Appendix D -Emergency works
OD168938/2024-2025:Engaging man mazdoor for clearing drain, culvert and other miscellaneous items
OD168942/2024-2025:Engaging hydraulic excavator for removing deposited materials during monsoon season in road way and other emergent nature works for restore traffic
OD168940/2024-2025:Engaging wood cutter with machine
OD168939/2024-2025:Engaging tipper for removing the deposited unwanted materials and earth in road way during monsoon .
OD168941/2024-2025:Filling up potholes with bituminous ready mix compound (25kg bag) and compacting by ramming to get a compact surface including of cost of material,laying charges, transportation to site etc. complete rate is arrived for a bag of 25kg Assuming a average of 30 bags of 25 kg ready mix compound will be laid in potholes in a day
Gratings
OD169052/2024-2025:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Toney Augustine (BID ID -2206987)
MATHEW JOSEPH (BID ID -2206989)
Bidder Name
MATHEW JOSEPH
Toney Augustine
SHAJI PAILYE
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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