Tender For Stmc-For 9 Nos Of Roads For A Length Of 18.221 Km Under Kalahandi R And B Division(Package 1)
Tender Value
71.70 Lakhs
Estimated cost
Bid Submission
12 Oct 2026
4 days left
EMD
71707
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kalahandi → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Stmc-For 9 Nos Of Roads For A Length Of 18.221 Km Under Kalahandi R And B Division(Package 1)
BOQ
| Sl. No. | Item Description |
| 1 | IB Approach Road from 0/00 km to 0/896 km . Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes as per MORT and H specification cluse no 3002 and as per direction of the Engineer-in-charge |
| 2 | Removal of rank vegetation/weeds and undesirable vegetation from shoulders,embankment slopes up to ROW(bothsides) complete in all respects including breaking of clods,rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer-In-Charge and as per maintenance standards Clause no 3.1.(Frequency of cleaning will be one time in a quarter) a) Shoulders including side slopes of embankment upto toe line both sides of the carriageway.(Frequency of cleaning will be four times in a year, however limited to only areas prone to growth of rank/undesirable vegetation and weeds) |
| 3 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRTH Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 4 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 5 | R.C.C.M-20 Grade using 20mm to 10mm size crushed stone aggregates |
| 6 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor etc complete. |
| 7 | Road Safety Maintenance -Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads 250 gms per sqm area, 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 | 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 cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 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. 90 cm equilateral triangle |
| 9 | 90 cm circular |
| 10 | 80cmx60cm Rectangular |
| 11 | 90 cm high octagon |
| 12 | Pavement Repairs- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 13 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 14 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRTH Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 15 | Providing 50mm compacted thick Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 504 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 16 | Providing , Laying , spreading and Compacting graded stone aggregate to wet mix macadam specification including premixing the material wirh water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub case course on well prepared surface and compacting with vibratory to achieve the. |
| 17 | Link Road Connecting N.H-201 to SH-16 from 0/000 km to 0/495 km. . Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes as per MORT and H specification cluse no 3002 and as per direction of the Engineer-in-charge |
| 18 | Removal of rank vegetation/weeds and undesirable vegetation from shoulders,embankment slopes up to ROW(bothsides) complete in all respects including breaking of clods,rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer-In-Charge and as per maintenance standards Clause no 3.1.(Frequency of cleaning will be one time in a quarter) a) Shoulders including side slopes of embankment upto toe line both sides of the carriageway.(Frequency of cleaning will be four times in a year, however limited to only areas prone to growth of rank/undesirable vegetation and weeds) |
| 19 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRTH Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 20 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 21 | R.C.C.M-20 Grade using 20mm to 10mm size crushed stone aggregates |
| 22 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor etc complete. |
| 23 | Road Safety Maintenance -Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads 250 gms per sqm area, 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. |
| 24 | 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 cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 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. 90 cm high octagon |
| 25 | Pavement Repairs- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 26 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 27 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRTH Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 28 | Providing 50mm compacted thick Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 504 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 29 | Providing , Laying , spreading and Compacting graded stone aggregate to wet mix macadam specification including premixing the material wirh water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub case course on well prepared surface and compacting with vibratory to achieve the. |
| 30 | NH-26 to Irrigation Colony with Link Road from 0/000 km to 1/096 Km.. Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes as per MORT and H specification cluse no 3002 and as per direction of the Engineer-in-charge |
| 31 | Removal of rank vegetation/weeds and undesirable vegetation from shoulders,embankment slopes up to ROW(bothsides) complete in all respects including breaking of clods,rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer-In-Charge and as per maintenance standards Clause no 3.1.(Frequency of cleaning will be one time in a quarter) a) Shoulders including side slopes of embankment upto toe line both sides of the carriageway.(Frequency of cleaning will be four times in a year, however limited to only areas prone to growth of rank/undesirable vegetation and weeds) |
| 32 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRTH Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 33 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 34 | R.C.C.M-20 Grade using 20mm to 10mm size crushed stone aggregates |
| 35 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor etc complete. |
| 36 | Road Safety Maintenance -Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads 250 gms per sqm area, 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. |
| 37 | 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 cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 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. 90 cm high octagon |
| 38 | Pavement Repairs- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 39 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 40 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRTH Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 41 | Providing 50mm compacted thick Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 504 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 42 | Providing , Laying , spreading and Compacting graded stone aggregate to wet mix macadam specification including premixing the material wirh water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub case course on well prepared surface and compacting with vibratory to achieve the. |
| 43 | NH-26 Statue Chhack to Mandarbagichapada via LBS Stadium from 0/00 km to 1/617 km. Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes as per MORT and H specification cluse no 3002 and as per direction of the Engineer-in-charge |
| 44 | Removal of rank vegetation/weeds and undesirable vegetation from shoulders,embankment slopes up to ROW(bothsides) complete in all respects including breaking of clods,rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer-In-Charge and as per maintenance standards Clause no 3.1.(Frequency of cleaning will be one time in a quarter) a) Shoulders including side slopes of embankment upto toe line both sides of the carriageway.(Frequency of cleaning will be four times in a year, however limited to only areas prone to growth of rank/undesirable vegetation and weeds) |
| 45 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRTH Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 46 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 47 | R.C.C.M-20 Grade using 20mm to 10mm size crushed stone aggregates |
| 48 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor etc complete. |
| 49 | Road Safety Maintenance -Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads 250 gms per sqm area, 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. |
| 50 | 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 cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 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. 90 cm high octagon |
| 51 | Pavement Repairs- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 52 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 53 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRTH Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 54 | Providing 50mm compacted thick Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 504 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 55 | Providing , Laying , spreading and Compacting graded stone aggregate to wet mix macadam specification including premixing the material wirh water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub case course on well prepared surface and compacting with vibratory to achieve the. |
| 56 | Purunapada Road From 0/00 Km to 1/112 Km In the District of Kalahandi . Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes as per MORT and H specification cluse no 3002 and as per direction of the Engineer-in-charge |
| 57 | Removal of rank vegetation/weeds and undesirable vegetation from shoulders,embankment slopes up to ROW(bothsides) complete in all respects including breaking of clods,rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer-In-Charge and as per maintenance standards Clause no 3.1.(Frequency of cleaning will be one time in a quarter) a) Shoulders including side slopes of embankment upto toe line both sides of the carriageway.(Frequency of cleaning will be four times in a year, however limited to only areas prone to growth of rank/undesirable vegetation and weeds) |
| 58 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRTH Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 59 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 60 | R.C.C.M-20 Grade using 20mm to 10mm size crushed stone aggregates |
| 61 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor etc complete. |
| 62 | Road Safety Maintenance -Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads 250 gms per sqm area, 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. |
| 63 | 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 cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 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. 90 cm equilateral triangle |
| 64 | 90 cm circular |
| 65 | 80cmx60cm Rectangular |
| 66 | 90 cm high octagon |
| 67 | Pavement Repairs- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 68 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 69 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRTH Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 70 | Providing 50mm compacted thick Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 504 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 71 | Providing , Laying , spreading and Compacting graded stone aggregate to wet mix macadam specification including premixing the material wirh water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub case course on well prepared surface and compacting with vibratory to achieve the. |
| 72 | NH-26 to SH-16 Via Bhawanipatna Railway Station under Bhawanipatna Municipality Road From 0/00 km to 1/954 km. Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes as per MORT and H specification cluse no 3002 and as per direction of the Engineer-in-charge |
| 73 | Removal of rank vegetation/weeds and undesirable vegetation from shoulders,embankment slopes up to ROW(bothsides) complete in all respects including breaking of clods,rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer-In-Charge and as per maintenance standards Clause no 3.1.(Frequency of cleaning will be one time in a quarter) a) Shoulders including side slopes of embankment upto toe line both sides of the carriageway.(Frequency of cleaning will be four times in a year, however limited to only areas prone to growth of rank/undesirable vegetation and weeds) |
| 74 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRTH Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 75 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 76 | R.C.C.M-20 Grade using 20mm to 10mm size crushed stone aggregates |
| 77 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor etc complete. |
| 78 | Road Safety Maintenance -Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads 250 gms per sqm area, 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. |
| 79 | 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 cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 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. 90 cm high octagon |
| 80 | Pavement Repairs- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 81 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 82 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRTH Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 83 | Providing 50mm compacted thick Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 504 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 84 | Providing , Laying , spreading and Compacting graded stone aggregate to wet mix macadam specification including premixing the material wirh water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub case course on well prepared surface and compacting with vibratory to achieve the. |
| 85 | Temple Road From 0/0 Km to 1/515 Km. Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes as per MORT and H specification cluse no 3002 and as per direction of the Engineer-in-charge |
| 86 | Removal of rank vegetation/weeds and undesirable vegetation from shoulders,embankment slopes up to ROW(bothsides) complete in all respects including breaking of clods,rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer-In-Charge and as per maintenance standards Clause no 3.1.(Frequency of cleaning will be one time in a quarter) a) Shoulders including side slopes of embankment upto toe line both sides of the carriageway.(Frequency of cleaning will be four times in a year, however limited to only areas prone to growth of rank/undesirable vegetation and weeds) |
| 87 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRTH Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 88 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 89 | R.C.C.M-20 Grade using 20mm to 10mm size crushed stone aggregates |
| 90 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor etc complete. |
| 91 | Road Safety Maintenance -Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads 250 gms per sqm area, 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. |
| 92 | 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 cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 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. 90 cm equilateral triangle |
| 93 | 90 cm circular |
| 94 | 80cmx60cm Rectangular |
| 95 | 90 cm high octagon |
| 96 | Pavement Repairs- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 97 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 98 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRTH Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 99 | Providing 50mm compacted thick Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 504 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 100 | Providing , Laying , spreading and Compacting graded stone aggregate to wet mix macadam specification including premixing the material wirh water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub case course on well prepared surface and compacting with vibratory to achieve the. |
| 101 | Golamunda- Borda Via kegaon Road (Artal to Borda SH-16)- Via Salebhata RD Road from Ch. 0/00 to 6/051 Km. Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes as per MORT and H specification cluse no 3002 and as per direction of the Engineer-in-charge |
| 102 | Removal of rank vegetation/weeds and undesirable vegetation from shoulders,embankment slopes up to ROW(bothsides) complete in all respects including breaking of clods,rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer-In-Charge and as per maintenance standards Clause no 3.1.(Frequency of cleaning will be one time in a quarter) a) Shoulders including side slopes of embankment upto toe line both sides of the carriageway.(Frequency of cleaning will be four times in a year, however limited to only areas prone to growth of rank/undesirable vegetation and weeds) |
| 103 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRTH Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 104 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 105 | R.C.C.M-20 Grade using 20mm to 10mm size crushed stone aggregates |
| 106 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor etc complete. |
| 107 | Road Safety Maintenance -Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads 250 gms per sqm area, 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. |
| 108 | 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 cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 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. 90 cm equilateral triangle |
| 109 | 90 cm circular |
| 110 | 80cmx60cm Rectangular |
| 111 | 90 cm high octagon |
| 112 | Pavement Repairs- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 113 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 114 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRTH Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 115 | Providing 50mm compacted thick Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 504 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 116 | Providing , Laying , spreading and Compacting graded stone aggregate to wet mix macadam specification including premixing the material wirh water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub case course on well prepared surface and compacting with vibratory to achieve the. |
| 117 | Golamunda- Borda Via kegaon Road (Artal to Borda SH-16)- Via Salebhata RD Road from Ch. 6/051 Km to 9/536 Km. Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes as per MORT and H specification cluse no 3002 and as per direction of the Engineer-in-charge |
| 118 | Removal of rank vegetation/weeds and undesirable vegetation from shoulders,embankment slopes up to ROW(bothsides) complete in all respects including breaking of clods,rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer-In-Charge and as per maintenance standards Clause no 3.1.(Frequency of cleaning will be one time in a quarter) a) Shoulders including side slopes of embankment upto toe line both sides of the carriageway.(Frequency of cleaning will be four times in a year, however limited to only areas prone to growth of rank/undesirable vegetation and weeds) |
| 119 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRTH Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 120 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 121 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor etc complete. |
| 122 | Road Safety Maintenance -Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads 250 gms per sqm area, 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. |
| 123 | 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 cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 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. 90 cm equilateral triangle |
| 124 | 90 cm circular |
| 125 | 80cmx60cm Rectangular |
| 126 | 90 cm high octagon |
| 127 | Pavement Repairs- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 128 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 129 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRTH Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 130 | Providing 50mm compacted thick Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 504 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 131 | Providing , Laying , spreading and Compacting graded stone aggregate to wet mix macadam specification including premixing the material wirh water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub case course on well prepared surface and compacting with vibratory to achieve the. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysOct 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender