Road Transport and Highways Government Departments Closing in 14 days TDR #58006744

Tender For Short Term Maintenance Contract (Stmc) From Km 544.200 To Km 592.800 (Excluding Banaghatta Major Bridge Portion) Of Nh-150A Hosamane Cross To Pandavapura Section Pertaining To Executive Engineer, National Highways Division, Tumkuru In The

Issued by Government Departments · Mandya, Karnataka
Tender Value
7.75 Crore
Estimated cost
Bid Submission
12 Nov 2026
14 days left
EMD
7.75 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Mandya → Karnataka
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Short Term Maintenance Contract (Stmc) From Km 544.200 To Km 592.800 (Excluding Banaghatta Major Bridge Portion) Of Nh-150A Hosamane Cross To Pandavapura Section Pertaining To Executive Engineer, National Highways Division, Tumkuru In The State Of Karnataka Job No (Nh-150A-Knt-Tumakuru-Stmc-2026-27-60)

BOQ

Name of Work:- Short Term Maintenance Contract (STMC) from Km 544.200 to Km 592.800 (excluding Banaghatta Major Bridge portion) of NH-150A Hosamane Cross to Pandavapura Section pertaining to Executive Engineer, National Highways Division, Tumkuru in the State of Karnataka JOB No (NH-150A-KNT-Tumakuru-STMC-2026-27-60)
Sl. No. Item Description
1BILL NO:1 ROAD MAINTENANCE Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. (Average filling depth 150 mm), including all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete.
2Clearing slab/ box type culverts and pipe culverts including clearing, cleaning and reshaping of upstream and downstream faces of these culverts within right of way. The job includes disposal of excess material recovered from site including vegetation outside ROW with all leads and lifts complete in all respects as per direction of Engineer-ln-Charge and as per Maintenance Standards Clause 3.1
3Maintenance of Hume pipe Culvert by way of Clearing,Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909
4Clearing 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 by (Tractor) and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, hire charges of all machineries etc., complete (For new road) - In area of light jungle by Mechanical means.
5Surface Drains in Soil New:- Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment including all lead, lifts, all labour, usage charges of all machinery etc., complete
6Providing and applying Tack Coat on B T prepared surface using bitumen emulsion (RS1) grade Bitumen complying with IS 8887 of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying by Bitumen Pressure Distributor, including cost of all materials, labour, hire charges of machinery, loading, unloading stacking, etc complete, except lead for Bitumen at 0.2 kg Sqm
7Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-18 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with bituminous binder in Batch mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with Mechanical Paver Finisher to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, except lead for Bitumen & cement with all lead of mixed material .UsingUsing Higher capacity batch Type Hot Mix Plant, Grading-2 with 5.40% Bitumen (30-40mm compacted thickness)
8Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm thick. 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, including cost of all materials, all labour, usage charges of machinery, lead, lifts, loading, unloading stacking,transporting etc., complete . Grading II 13mm (Nominal size) (Initial Repair)
9Road marking with Hot Applied Thermo Plastic material confirming to Cl - 803.4.2.2 applied hot either by screeding or extension process at the rate of mentiones area of painted surfaces using sutable machine capable of controlled preparation and laying with surface applicator of glass beads at 250 gms/sqmtr allowing cooling to ambient pavement temperature, that shall produce an adherent pavement marking of minimum specified thickness including barricading for traffic diversion as per IRC: 35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion, traffic control including cost of all materials, labour, loading, unloadnig, lead, lift, transporting etc, complete
10Road marking with Hot Applied Thermo Plastic material confirming to Cl - 803.4.2.2 applied hot either by screeding or extension process at the rate of mentiones area of painted surfaces using sutable machine capable of controlled preparation and laying with surface applicator of glass beads at 250 gms/sqmtr allowing cooling to ambient pavement temperature, that shall produce an adherent pavement marking of minimum specified thickness including barricading for traffic diversion as per IRC: 35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion, traffic control including cost of all materials, labour, loading, unloadnig, lead, lift, transporting etc, complete
11Solar Powered Road Marker ( Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete.
12BILL NO.2: ROAD PROPERTY MAINTENANCEReplacement of Metal Beam Crash BarrierType - A, \\"W\\": Metal Beam Crash BarrierReplacement of \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811
13Metal Beam Crash BarrierType - A, \\"W\\": Metal Beam Crash BarrierProviding and Erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811
14Retro-Reflectorised Traffic SignsA. Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.30 mtrs), 3.2 mm thickness. firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, as per clauses including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete-a) 90 cm equilateral triangle
15Retro-Reflectorised Traffic SignsA. Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.30 mtrs), 3.2 mm thickness. firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, as per clauses including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete-b) 90 cm Circular triangle
16Retro-Reflectorised Traffic SignsA. Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.30 mtrs), 3.2 mm thickness. firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, as per clauses including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete- 80 cm x 60 cm rectangular (single chevron)
17Retro-Reflectorised Traffic SignsA. Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.30 mtrs), 3.2 mm thickness. firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, as per clauses including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete-d) 60 cm x 45 cm rectangular Hazard Marker
18Painting Two Coats on old concrete surfacesPainting Two coat after filling the surface with synthetic enamel paint in all shades a new plastered concrete surfaces, including cost of all materials all labour,lead,lift, loading, unloading transportation etc complete
19BILL NO:3 ROUTINE MAINTENANCE OF PAVEMENT REPAIR & ROAD Routine Maintenance of road assets and pavement as given below:(i) Clearing and grubbing road land(ii) Repair of potholes/edge cuts/ruts/ patches (iii) Carrying out cleaning, removing of dust/silt/thrash from carriageway.(iv) Cleaning, clearing and repairing roadside open/unlined/lined/covered drains and cross drainage works(v) maintenance of road signs and delineators
20For 45.280 Kms (2lane with paved shoudler)
21For 3.32 Kms (4lane) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58006744
AUTHORITY Government Departments
TENDER VALUE 7.75 Crore
LAST DATE 12-11-2026
Authority
Authority Name Ministry Of Road Transport And Highways
Work Description Tender for Short Term Maintenance Contract (Stmc) From Km 544.200 To Km 592.800 (Excluding Banaghatta Major Bridge Portion) Of Nh-150A Hosamane Cross To Pandavapura Section Pertaining To Executive Engineer, National Highways Division, Tumkuru In The State Of Karnataka Job No (Nh-150A-Knt-Tumakuru-Stmc-2026-27-60)
Basic Detail
Tender No EE/NHD/Tmk/STMC/NH-150A
Bidding Type Tender
Location
City Mandya
State Karnataka
Key Dates
Publish Date 13 Oct 2026
Submission Date 12 Nov 2026
Open Date 13 Nov 2026
Finance
Tender Value 7.75 Crore
Tender Fee 11800
EMD 7.75 Lakhs
Exemption Not Available
Document List
463cda84-9f2c-4e78-be3e-2329e83476ea.html
BOQ_977403.xls
RFPTOUPLOAD.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 13, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 12, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 14 days
Nov 13, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 15 days

Tender Documents

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463cda84-9f2c-4e78-be3e-2329e83476ea.html

xls

BOQ_977403.xls

pdf

RFPTOUPLOAD.pdf

pdf

Tendernotice_1.pdf

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