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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₹31.3 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹32.0 L+₹75,753.70 (2.42%)Rejected-Finance | L2 | Rejected-Finance 2 Lowest | |
| 3 | L3₹33.6 L+₹2.3 L (7.37%)Rejected-Finance | L3 | Rejected-Finance 3 Lowest |
| Sl No | Description | Qty | Unit | J SHAJI L3 | S.SURESH L1 | ANILKUMAR.S L2 |
|---|---|---|---|---|---|---|
| 1.00Initial rectifications(Reactive Maintenance) | ||||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 12.13 | cum | 2,667.89 ₹32,374.85 | 2,484.8 ₹30,153.05 Lowest | 2,544.96 ₹30,883.09 |
| 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. | 12.13 | cum | 5,787.31 ₹70,229.01 | 5,390.14 ₹65,409.35 Lowest | 5,520.64 ₹66,992.97 |
| 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. | 649.2 | sqm | 12.54 ₹8,140.97 | 11.68 ₹7,582.66 Lowest | 11.96 ₹7,764.43 |
| 1.00 | OD315031/2024-2025:Close graded premix surfacing / Mixed Seal Surfacing -Providing, laying and rolling of close
graded premix surfacing material 20mm thickness composed of 11.2mm to 0.9mm Type A
aggregate using penetration grade bitumen using VG 30 to required line,grade and level to serve
as wearing course on previously prepared base,including mixing in a suitable plant,laying
& rolling with a three wheel 8 to 10KN static roller & finishing to required level
& grade as per technical specification clause 509 of MORD (usage of bitumen is
22kg/10m2) by manual means. | 649.2 | sqm | 297.97 ₹1,93,442.12 | 277.52 ₹1,80,165.98 Lowest | 284.24 ₹1,84,528.61 |
| 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. | 2.7 | cum | 7,632.71 ₹20,608.32 | 7,108.9 ₹19,194.03 Lowest | 7,281.01 ₹19,658.73 |
| 1.01 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 0.9 | cum | 9,167.87 ₹8,251.08 | 8,538.7 ₹7,684.83 Lowest | 8,745.43 ₹7,870.89 |
| 1.01 | 10.5.1a:Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. 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 form a smooth continuous surface, all as per clause 3004.2 - For grading I Material | 1,615.7 | sqm | 494.25 ₹7,98,559.73 | 460.33 ₹7,43,755.18 Lowest | 471.48 ₹7,61,770.24 |
| 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. | 67.95 | sqm | 64.43 ₹4,378.02 | 60.01 ₹4,077.68 Lowest | 61.46 ₹4,176.21 |
| 1.01 | 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. | 10.19 | cum | 3,807.52 ₹38,810.05 | 3,546.22 ₹36,146.62 Lowest | 3,632.07 ₹37,021.69 |
Tender Value
₹32.9 L
EMD Value
₹50,000
Closing Date
12 Aug 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 Thiruvananthapuram
GENERAL- RM 2025-26 RC-2 Phase1 Nedumangad Road Section Cluster 2-Zone3-Zone 3-One Year Running Contract for Various PWD Roads Under Roads Section Nedumangadu in TVM District -6 road stretches for a length of 16.50 km -General Civil Work
2025_PWD_782021_1
PWD/RB/TR/6815/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
360 days
TVPM
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
10 Oct 2025
2 Aug 2025
14 Aug 2025
2 Aug 2025
12 Aug 2025
2 Aug 2025
Amount
Initial rectifications(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.
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.
OD315031/2024-2025:Close graded premix surfacing / Mixed Seal Surfacing -Providing, laying and rolling of close graded premix surfacing material 20mm thickness composed of 11.2mm to 0.9mm Type A aggregate using penetration grade bitumen using VG 30 to required line,grade and level to serve as wearing course on previously prepared base,including mixing in a suitable plant,laying & rolling with a three wheel 8 to 10KN static roller & finishing to required level & grade as per technical specification clause 509 of MORD (usage of bitumen is 22kg/10m2) by manual means.
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)
10.5.1a:Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. 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 form a smooth continuous surface, all as per clause 3004.2 - For grading I Material
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.
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.
OD315030/2024-2025:Removing the old existing vinyl sticker works on the Display board of Running Contract and replacing with new vinyl sticker, including lettering , symbols and transporting to site etc as per approved drawing and directions of the engineer
Pre-Monsoon Works
2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means
OD315028/2024-2025:Clearing chocked up side drain by manual means and depositing the waste material for a minimum distance of 5KM lorry conveyance as per clause 305 .etc.
OD315026/2024-2025: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 bag of 25kg
OD315025/2024-2025:Tipper for removal of all debris,branches and waste material away from the site.
OD315029/2024-2025:Engaging earth movers like JCB for cutting excess earth and other debris in tipper and clearing culvert,drain etc.
OD315023/2024-2025:hire charges of wood cutting equipments And pulleys etc
OD315024/2024-2025:Engaging daily labour for Engaging petty works
OD315027/2024-2025:Engaging wood cutters of trees and removal of fell down trees and branches etc.
Proactive/Preventive Maintenanace
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.
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.
OD315022/2024-2025:Close graded premix surfacing / Mixed Seal Surfacing -Providing, laying and rolling of close graded premix surfacing material 20mm thickness composed of 11.2mm to 0.9mm Type A aggregate using penetration grade bitumen using VG 30 to required line,grade and level to serve as wearing course on previously prepared base,including mixing in a suitable plant,laying & rolling with a three wheel 8 to 10KN static roller & finishing to required level & grade as per technical specification clause 509 of MORD (usage of bitumen is 22kg/10m2) by manual means.
10.5.1a:Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. 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 form a smooth continuous surface, all as per clause 3004.2 - For grading I 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)
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.
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
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
ANILKUMAR.S (BID ID -2284538)
J SHAJI (BID ID -2281927)
Bidder Name
J SHAJI
ANILKUMAR.S
S.SURESH
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