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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.1 LAccepted-AOC | ₹60.1 L | L1 | Accepted-AOC Agreement Executed |
| 2 | L2₹70.0 LRejected-Finance | ₹70.0 L | L2 | Rejected-Finance Second Lowest |
| Sl No | Description | Qty | Unit | R Ajithkumar L2 | D.JOHN L1 |
|---|---|---|---|---|---|
| 1.00Appendix-A Reactive Maintenance (Initial Rectification work) | |||||
| 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. | 94.88 | cum | 4,102 ₹3.9 L | 3,538.75 ₹3.4 L |
| 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. | 632.5 | sqm | 70 ₹44,275 | 60.5 ₹38,266.25 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 9.07 | cum | 2,876 ₹26,091.07 | 2,479.57 ₹22,494.66 |
| 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. | 2,402.5 | sqm | 14 ₹33,635 | 11.74 ₹28,205.35 |
| 1.00 | 5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size) | 31.62 | cum | 10,500 ₹3.3 L | 8,567.32 ₹2.7 L |
| 1.01 | OD176637/2025-2026:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average
output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a
bituminous binder(VG 30)@ 5.2 percent of mix and filler, transporting the hot mix to work
site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and
alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired
compaction as per MORTH specification clause No. 507 complete in all respects For Grading -
I ( 19 mm nominal size ) Laying by Manual Mode | 70.8 | cum | 14,000 ₹9.9 L | 11,459.41 ₹8.1 L |
| 1.01 | 3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. | 624 | cum | 55 ₹34,320 | 47.68 ₹29,752.32 |
| 1.01 | 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. | 9.07 | cum | 6,200 ₹56,246.40 | 5,352.93 ₹48,561.78 |
| 1.01 | 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 | 74.25 | cum | 54 ₹4,009.50 | 47.33 ₹3,514.25 |
Updated dates
Tender Value
₹63.4 L
EMD Value
₹50,000
Closing Date
13 Feb 2026, 2:00 pmClosed
Executive Engineer
PWD Roads Division Thiruvananthapuram
GENERAL-RM 2025-26/Phase 1/one year Rc /varkala/Tvm/2025-26 Zone 6-Part1-Cluster 2 One year RC/Varkala/TVM-RM 2025-26 Zone6-Oneyear Running Contract for varoius PWD Roads Section Varkala in TVM District 8 road stretches for a length of 34 km-Part 1 G
2026_PWD_832492_1
PWD/RB/TR/18737/2025_5_1_1/1
Open Tender
Civil Works - Roads
365 days
Thiruvananthapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
13 Mar 2026
31 Jan 2026
16 Feb 2026
31 Jan 2026
13 Feb 2026
31 Jan 2026
Appendix-A Reactive Maintenance (Initial Rectification work)
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.
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
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.
5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)
OD176637/2025-2026:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder(VG 30)@ 5.2 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - I ( 19 mm nominal size ) Laying by Manual Mode
3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
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.
3.6: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
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.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
Appendix-B Premonsoon
2.3.1.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 Manual Means
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.
OD176650/2025-2026:Engaging Mazdoor for Cleaning Drain and culvert ,cutting Earthen Drain, Assisting Wood cutter etc
OD176649/2025-2026:Hiring Wood cutting machine including Fuel
OD176652/2025-2026:Engagging Wood cutter for pruning tree branches or cutting and removing the fallen trees from roadway
OD176651/2025-2026:Engaging Hydraulic Excavator for varies work as directed by the officer in charge
OD176653/2025-2026:Engagging tipper for Varies work as directed by the officer in charge
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
Appendix-C Protective /Preventive maintenance
2.3.1.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 Manual Means
OD176638/2025-2026:Engaging Mazdoor for Cleaning Drain and culvert ,cutting Earthen Drain, Assisting Wood cutter etc
3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
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
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
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.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)
OD176639/2025-2026:Engaging Hydraulic Excavator for varies work as directed by the officer in charge
OD176640/2025-2026:Engagging tipper for Varies work as directed by the officer in charge
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.
Appendix-D Emergency works
OD176646/2025-2026:Engagging tipper for Varies work as directed by the officer in charge
OD176643/2025-2026:Engaging Hydraulic Excavator for varies work as directed by the officer in charge
OD176648/2025-2026:Hiring Wood cutting machine including Fuel
OD176645/2025-2026:Engagging Wood cutter for pruning tree branches or cutting and removing the fallen trees from roadway
OD176647/2025-2026:Engaging Mazdoor for Cleaning Drain and culvert ,cutting Earthen Drain, Assisting Wood cutter etc
OD176644/2025-2026:Dry Rubble Masonry work for foundation and plinth of retaining wall 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)
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.
OD176642/2025-2026: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 isarrived for a bag of 25kg
OD176641/2025-2026:Engaging labour with passenger car not less than 1000 cc for Conducting and Reporting Routine Inspection upto 20 Km per day 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 .
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.
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