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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹83.1 L+₹84,539.52 (1.03%)Rejected-AOC KALAPPURACKAL H RAMAPURAM BAZAR P O KOTTAYAM 686576 | RAMAPURAM | KOTTAYAM | KERALA | 686576 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical insufficent document |
| Sl No | Description | Qty | Unit | roneyjoseph L2 | siby joseph L3 | P V SOMASEKHARAN NAIR L1 |
|---|---|---|---|---|---|---|
| 1.00Appendix A REACTIVE MAINT | ||||||
| 1.00 | 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) | 79.75 | cum | 61.25 ₹4,884.69 | 61 ₹4,864.75 Lowest | 63 ₹5,024.25 |
| 1.00 | 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. | 44.62 | cum | 7,108.65 ₹3,17,223.51 Lowest | 7,181 ₹3,20,452.13 | 7,300 ₹3,25,762.5 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 3.6 | cum | 8,234.25 ₹29,643.3 Lowest | 8,318 ₹29,944.8 | 8,400 ₹30,240 |
| 1.00 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 14.57 | cum | 8,535.14 ₹1,24,399.67 Lowest | 8,623 ₹1,25,680.23 | 8,700 ₹1,26,802.5 |
| 1.00 | 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 | 2.25 | cum | 8,945.33 ₹20,126.99 Lowest | 9,036 ₹20,331 | 9,200 ₹20,700 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.18 | MT | 97,661.65 ₹17,579.1 Lowest | 98,668 ₹17,760.24 | 1,00,682 ₹18,122.76 |
| 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. | 75 | sqm | 1,040.52 ₹78,039 Lowest | 1,050 ₹78,750 | 1,072 ₹80,400 |
| 1.01 | 13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m | 1.2 | cum | 8,709.3 ₹10,451.16 Lowest | 8,798 ₹10,557.6 | 8,900 ₹10,680 |
| 2.00Appendix B PREMONSOON | ||||||
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
17 Jun 2025, 3:00 pmClosed
Executive engineer roads division Ko
Executive engineer roads division Kottayam
GENERALR M 2025 26 RC 2 Phase 1 Zone III One year Running Contract for various PWD Roads under Road Section Erumely in Kottayam District 12 Roads stretches for a length of 57.165 kmRC-General Civil Work
2025_PWD_768295_1
PWD/RB/TR/2003/2025
Open Tender
Civil Works - Roads
Item Rate
erumely
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
26 Sept 2025
6 Jun 2025
19 Jun 2025
6 Jun 2025
17 Jun 2025
6 Jun 2025
Amount
Appendix A REACTIVE MAINT
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.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
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
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.
13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m
Appendix B PREMONSOON
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
OD242149/2024-2025:Engaging hydraulic excavator
OD242148/2024-2025:Engaging tipper
OD242150/2024-2025:Engaging Man Mazdoor for clearing Drain and culvert
2.1.3:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 900 mm to 1800 mm
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)
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.
Appendix C PROACTIVE MAINT
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.
55.9.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 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.
OD242142/2024-2025:Providing laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09mm (Type-A)agregates 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 8-10KN static roller and finishing to required level and grades as per technical specification clause 509 of MORD ( by manual means)
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
OD242143/2024-2025:Conducting and Reporting Routine Inspection for the entire length of the Project Road frequency of 7 days throughout the agreement period of the Runninf Contract as directed by the departmental officrs a site
OD53494/2025-2026:Providing and fixing of DLP board for Running Contract with Non-retro-reflectorised Vinyl sign with 1 years warranty manufactured Vinyl Printed sheeting fixed over aluminium sheeting 2mm thick aluminium compost material sheeting 4mm thick with area not exceeding 0.9 sqm with suitable back supporting frame of MS angle 40x40x6 and supported on G.I pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of proerly designed foundation with M15 grade cement concrete minimum size 45x45x60cm, 60cm 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 letteing symbols etc.
OD242146/2024-2025: 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
OD242147/2024-2025:Filling up pot holes with bituminous ready mix compound (25 kg bag)and compacting by ramming to get a compact surface including of cost of materials, laying charge ,transportation to site etc complete rate is arrived for a bag of 25 kg assuming an average of 30 bags of 25 kg ready mix compound will be laid in pot holes in a day
Appendix D EMERGENCY WORKS
8.45:Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001
10.12:Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side
10.13:Clearing of land slide in hard rock requiring blasting for 50 per cent of the boulders and disposal of the same on the valley side.
Appendix E ROAD SAFETY WORKS
OD251571/2024-2025:Supplying and fixing new traffic mirror
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)
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.)
55.10.2:Providing and erecting retro-reflectorised Object Hazard Marker 450mm 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. 450mm 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.
8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium 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.
roneyjoseph (BID ID -2225548)
siby joseph (BID ID -2225583)
Bidder Name
siby joseph
roneyjoseph
P V SOMASEKHARAN NAIR
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