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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₹35.6 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | L2₹35.6 L+₹32.0 L (901.5%)Rejected-Finance | L2 | Rejected-Finance SECOND LOWEST BIDDER | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | ROHIT.G.NAIR L1 | ag L3 | T V Rajendran L2 | Tilby Joseph L4 |
|---|---|---|---|---|---|---|---|
| 1.00Initial Rectification Works | |||||||
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 305 | cum | 49.78 ₹15,182.9 | 49.78 ₹15,182.9 | 48.8 ₹14,884 Lowest | 53.51 ₹16,320.55 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 17 | cum | 2,558.72 ₹43,490.56 | 2,558.72 ₹43,490.56 | 2,512.7 ₹42,708.36 Lowest | 2,750.62 ₹46,752.29 |
| 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. | 17 | cum | 5,558.51 ₹94,477.99 | 5,558.51 ₹94,477.99 | 5,487.9 ₹93,277.84 Lowest | 6,007.65 ₹1,02,112.03 |
| 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. | 29.25 | cum | 3,655.42 ₹1,06,921.04 | 3,655.42 ₹1,06,921.04 | 3,589.6 ₹1,04,995.8 Lowest | 3,929.57 ₹1,14,939.92 |
| 1.00 | 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. | 195 | sqm | 63.15 ₹12,314.25 | 63.15 ₹12,314.25 | 62 ₹12,090 Lowest | 67.9 ₹13,240.5 |
| 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. | 2,031.94 | sqm | 12.28 ₹24,952.22 | 12.28 ₹24,952.22 | 12.1 ₹24,586.47 Lowest | 13.2 ₹26,821.61 |
| 1.01 | OD191252/2024-2025:Providing ,laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (Type-B) aggregates using penetration grade bitumen to required line , grade and level to serve as wearing course on 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 MORD. Type A :- By manual means. | 2,031.94 | sqm | 272 ₹5,52,687.68 Lowest | 272 ₹5,52,687.68 Lowest | 283.3 ₹5,75,648.6 | 310 ₹6,29,901.4 |
| 1.01 | 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 | 1,240 | sqm | 475 ₹5,89,000 | 475 ₹5,89,000 | 471.9 ₹5,85,156 Lowest | 516.63 ₹6,40,621.2 |
| 1.01 | 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. | 86.4 | cum | 7,238.06 ₹6,25,368.38 | 7,238.06 ₹6,25,368.38 | 7,196.2 ₹6,21,751.68 Lowest | 7,877.6 ₹6,80,624.64 |
Tender Value
₹36.3 L
EMD Value
₹50,000
Closing Date
3 Sept 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER
PWD ROADS DIVISION IDUKKI PAINAVE
GENERAL-RM / 2025-26 - RC 2 Phase 1 - Zone IV- One year Running Contract for various PWD Roads under Road Section Vandanmedu in Idukki District - 2 Road stretches for a length of 14.1 Km -CIVIL WORK
2025_PWD_790838_1
26/EE/2025-2026
Open Tender
Civil Works - Roads
Item Rate
365 days
VANDANMEDU
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
30 Oct 2025
25 Aug 2025
8 Sept 2025
25 Aug 2025
3 Sept 2025
25 Aug 2025
Amount
Initial Rectification Works
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
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.
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.
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.
OD191252/2024-2025:Providing ,laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (Type-B) aggregates using penetration grade bitumen to required line , grade and level to serve as wearing course on 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 MORD. Type A :- 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
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.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
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.
8.15: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)
12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications<br> PCC Grade M15 ( Without formwork) <br>
Premonsoon Works
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
OD191256/2024-2025: Engaging JCB for removal of Slipped earth,clearing chocked drains, clearing chocked culverts, encroachments and other obstructions in the PWD road including fuel charges, Bata of driver and other all expenditure including etc. complete
OD191255/2024-2025:Engaging coolie for various purposes
OD191254/2024-2025:Engaging Small Tipper for removing slipped earth and other unusable materials from the PWD road for urgent opening of Traffic, including fuel charge and all other expenditures etc. complete
OD191257/2024-2025:Hire charges for wood cutting equipment's, pulleys etc.
OD191253/2024-2025:Engaging Wood cutter for cutting down the dangerously standing trees and its branches.
Preventive Maintence
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.
OD191259/2024-2025:Providing ,laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (Type-B) aggregates using penetration grade bitumen to required line , grade and level to serve as wearing course on 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 MORD. Type A :- 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
OD191258/2024-2025:Procuring and supplying of approved quality ready mixed cold bituminous compound or equivalent in 25 kg bags to each section stores for pothole filling works in various roads under PWD Roads section Vandenmedu including cost , conveyance , loading , unloading , packing 50kg or less charges etc.
Emergency Works
OD191260/2024-2025: Engaging JCB for removal of Slipped earth , other obstructions in the PWD road including fuel charges, Bata of driver and other all expenditure including etc. complete
OD191262/2024-2025:Engaging coolie for various purposes
OD191261/2024-2025:Engaging Small Tipper for removing slipped earth and other unusable materials from the PWD road for urgent opening of Traffic, including fuel charge and all other expenditures etc. complete
Routine Inspection
OD191263/2024-2025:Conducting and Reporting Routine Inspections for the entire length of the Project Road frequency of 7 days throughout the agreement period of the Running Contract as directed by the departmental officers at site
OD191265/2024-2025:Vinyl sticker including lettering & printing for RC DLP board
T V Rajendran (BID ID -2323657)
ag (BID ID -2322268)
Tilby Joseph (BID ID -2322990)
Bidder Name
T V Rajendran
ROHIT.G.NAIR
Tilby Joseph
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