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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₹50.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹53.4 L+₹2.5 L (5.00%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | VISHNU R.P L2 | SUBASH S L1 |
|---|---|---|---|---|---|
| 1.00Renovation of road | |||||
| 1.00 | 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 | 0.14 | Hectare | 53,136.52 ₹7,173.43 | 50,606.21 ₹6,831.84 Lowest |
| 1.00 | OD298760/2025-2026:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration
macadam over prepared base by providing a layer of compacted crushed coarse aggregate using
chips spreader with alternate applications of bituminous binder and key aggregates and rolling
with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per
Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65)- (Modified Mord 5.5.B.2a) | 547.02 | sqm | 417.59 ₹2,28,430.08 | 397.7 ₹2,17,549.85 Lowest |
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 1,867.75 | sqm | 6.53 ₹12,196.41 | 6.22 ₹11,617.41 Lowest |
| 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. | 186.78 | cum | 3,919.5 ₹7,32,064.61 | 3,732.86 ₹6,97,204.93 Lowest |
| 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. | 1,867.75 | sqm | 66.33 ₹1,23,887.86 | 63.17 ₹1,17,985.77 Lowest |
| 1.01 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | 1,867.75 | sqm | 15.63 ₹29,192.93 | 14.89 ₹27,810.8 Lowest |
| 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. | 4,235.5 | sqm | 12.9 ₹54,637.95 | 12.29 ₹52,054.3 Lowest |
| 1.01 | OD298759/2025-2026:Mod 5.6.1.a 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( VG30) @ 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 ) | 293.95 | cum | 12,894.58 ₹37,90,374.69 | 12,280.55 ₹36,09,879.95 Lowest |
| 1.01 | OD298758/2025-2026:Name board of size 75*60 cm . installed in the appropriate place visible to public
made of brick wall with granite plaque should be inserted and engraving letters etc complete as per the
direction of deptl officers at site | 1 | each | 5,979.03 ₹5,979.03 | 5,694.31 ₹5,694.31 Lowest |
Tender Value
₹50.8 L
EMD Value
₹50,000
Closing Date
30 Oct 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Executive Engineer
Thiruvananthapuram corporation main office
TVM Corporation 2025-26-Sl No- 33 Renovation of Jayaprakash lane in Kudappanakunnu ward
2025_LSGD_813074_1
AEE/projectcell/DB/BC33
Open Tender
Civil Works - Roads
Item Rate
120 days
Thiruvananthapuram corporation
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
19 Jan 2026
22 Oct 2025
3 Nov 2025
22 Oct 2025
30 Oct 2025
22 Oct 2025
Amount
Renovation of road
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
OD298760/2025-2026:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65)- (Modified Mord 5.5.B.2a)
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by 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.
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.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
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.
OD298759/2025-2026:Mod 5.6.1.a 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( VG30) @ 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 )
OD298758/2025-2026:Name board of size 75*60 cm . installed in the appropriate place visible to public made of brick wall with granite plaque should be inserted and engraving letters etc complete as per the direction of deptl officers at site
Traffic signs and other road appertenances
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.
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.
8.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-
VISHNU R.P (BID ID -2416486)
Bidder Name
VISHNU R.P
SUBASH S
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