Tender For Stmc Work For 8 Nos. Of Roads For An Aggregated Length Of 30.234 Km Under Jharsuguda (R And B) Division (Package-6)
Tender Value
98.51 Lakhs
Estimated cost
Bid Submission
26 Oct 2026
6 days left
EMD
98516
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jharsuguda → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Stmc Work For 8 Nos. Of Roads For An Aggregated Length Of 30.234 Km Under Jharsuguda (R And B) Division (Package-6)
BOQ
| Sl. No. | Item Description |
| 1 | SH-10 to Salhetikara via-Talpatia and Old Talpatia from 0/000 km to 8/000 kmClearing 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. |
| 2 | Construction of moorum shoulder with approved quarry with all Lead & Lift etc Complete |
| 3 | 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 as per approved Drawing & Technical Specifications and as per Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 4 | Providing and Applying Primer Coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning the road surface and spreading primer @ 0.60kg per sqm using mechanical means as per Technical Specifications and as per Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 5 | Providing Tack coat on prepared bituminous surface with bitumen emulsion (RS) and spreading @ 0.20kg per sqm using mechanical means as per Technical Specifications and as per Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 6 | Providing & Laying B.U.S.G. of 37.5mm thick in one layer using tack coat 3.0kg/10 sqm 25mm to 40mm size B.H.G.C.B. metal of 0.45cum & 12.0kg of penetration grade of bitumen with 0.12cum of 12mm size B.H.G.C.B. chips as key stone per 10sqm and laying & spreading including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per Technical Specifications and Clause -501, 503, 506 & 3004 of MoRT&H Specifications for Road & Bridge works (4th Revision). |
| 7 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler.... |
| 8 | 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 etc complete as per clause-3002 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 9 | Road safetyProviding and errecting direction and placeidentification retro reflective sign as per IRC 67 made of high intensity grade sheeting as per clause no 801.3 fixed over aluminium sheeting, 2m thick with area exceeding 0.9sqm supported on a mild steel angle Iron post 75x75x6mm, 2nos firmly fixed to the ground by means of properly designed foundation with M15 graders(a) Information signs (i) Facility Information signs (800x600 mm) |
| 10 | (ii) Directioal/Place indication sign (up to 0.90 sqm) |
| 11 | (iv) Route marker signs (450x600 mm) |
| 12 | (b) Cautionary signs triangular 900mm side.in curve portion and minor junctions |
| 13 | Speed limit Sign post |
| 14 | STOP sign board |
| 15 | NH-49 (Purna) Kurebaga via Kudopada and Banjari from 1/500 km to 6/554 kmClearing 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. |
| 16 | Providing G.S.B. Gr-VI stone screaning materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and as per Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 17 | 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 as per approved Drawing & Technical Specifications and as per Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 18 | Providing and Applying Primer Coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning the road surface and spreading primer @ 0.60kg per sqm using mechanical means as per Technical Specifications and as per Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 19 | Providing Tack coat on prepared bituminous surface with bitumen emulsion (RS) and spreading @ 0.20kg per sqm using mechanical means as per Technical Specifications and as per Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 20 | Providing and laying 37.5mm thick built up spray grouting (B.U.S.G.) in one layer after scraping and cleaning the road surface and applying tack coat using 3.0kg of 60/70 penetration grade bitumen per 10 sqm, using 0.45cum of 25mm to 40mm size hard granite metal and 12.0kg of bitumen per 10 sqm with 0.12cum of 12mm size hard granite chips as key stone per 10 sqm, including heating, pouring and spreading bitumen, spreading metal and chips and rolling with P.R.R., hire and running charges of P.R.R., tar boilers and all other machineries, cost, conveyance and royalty of all materials and cost of all labour etc. complete as per specification and direction of Engineer-in-Charge. (To be used for minor repair works only) |
| 21 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler.... |
| 22 | Road safetyProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per Technical Specifications and Section- 800, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 23 | Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.(A) 90 cm Octagonal (STOP) |
| 24 | (B) 90 cm circular |
| 25 | (C) 60 cm x 45 cm rectangular (Object Hazard) |
| 26 | (D) 60 cm circular |
| 27 | (E) 90 cm Equilateral Triangle |
| 28 | Sarsamal to Gudigaon Border Road from 0/000 km to 3/870 kmClearing 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. |
| 29 | Providing G.S.B. Gr-VI stone screaning materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and as per Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 30 | 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 as per approved Drawing & Technical Specifications and as per Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 31 | Providing and Applying Primer Coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning the road surface and spreading primer @ 0.60kg per sqm using mechanical means as per Technical Specifications and as per Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 32 | Providing Tack coat on prepared bituminous surface with bitumen emulsion (RS) and spreading @ 0.20kg per sqm using mechanical means as per Technical Specifications and as per Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 33 | Providing and laying 37.5mm thick built up spray grouting (B.U.S.G.) in one layer after scraping and cleaning the road surface and applying tack coat using 3.0kg of 60/70 penetration grade bitumen per 10 sqm, using 0.45cum of 25mm to 40mm size hard granite metal and 12.0kg of bitumen per 10 sqm with 0.12cum of 12mm size hard granite chips as key stone per 10 sqm, including heating, pouring and spreading bitumen, spreading metal and chips and rolling with P.R.R., hire and running charges of P.R.R., tar boilers and all other machineries, cost, conveyance and royalty of all materials and cost of all labour etc. complete as per specification and direction of Engineer-in-Charge. (To be used for minor repair works only) |
| 34 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler.... |
| 35 | Protection WorkEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with .... |
| 36 | Filling sand of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification. |
| 37 | PCC (1:3:6) nominal mix in foundation of C.D. works using 40mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 38 | Providing and laying cement concrete grade M15 using nominal size coarse granite aggregate conforming to Table 1000-1 in foundation, complete including formwork as per section no. 1000, 1500, 2100 of specification for road & bridge works of Ministry Of Road Transport & Highways ( 4th revision ) & direction of Engineer -in-Charge. |
| 39 | Providing weep holes in Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (AR, P-264/7) |
| 40 | Road safetyProviding and errecting direction and placeidentification retro reflective sign as per IRC 67 made of high intensity grade sheeting as per clause no 801.3 fixed over aluminium sheeting, 2m thick with area exceeding 0.9sqm supported on a mild steel angle Iron post 75x75x6mm, 2nos firmly fixed to the ground by means of properly designed foundation with M15 graders(a) Information signs (i) Facility Information signs (800x600 mm) |
| 41 | (ii) Directioal/Place indication sign (1200x700 mm)(up to 0.90 sqm) |
| 42 | (b) Cautionary signs triangular 900mm side.in curve portion and minor junctions |
| 43 | Speed limit Sign post |
| 44 | STOP sign board |
| 45 | SH-10 (Durlaga) to Amlipali Chowk via Saletikira from 0/000 km to 3/575 kmClearing 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. |
| 46 | Construction of moorum shoulder with approved quarry with all Lead & Lift etc Complete |
| 47 | 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 as per approved Drawing & Technical Specifications and as per Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 48 | Providing and Applying Primer Coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning the road surface and spreading primer @ 0.60kg per sqm using mechanical means as per Technical Specifications and as per Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 49 | Providing Tack coat on prepared bituminous surface with bitumen emulsion (RS) and spreading @ 0.20kg per sqm using mechanical means as per Technical Specifications and as per Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 50 | Providing and laying 37.5mm thick built up spray grouting (B.U.S.G.) in one layer after scraping and cleaning the road surface and applying tack coat using 3.0kg of 60/70 penetration grade bitumen per 10 sqm, using 0.45cum of 25mm to 40mm size hard granite metal and 12.0kg of bitumen per 10 sqm with 0.12cum of 12mm size hard granite chips as key stone per 10 sqm, including heating, pouring and spreading bitumen, spreading metal and chips and rolling with P.R.R., hire and running charges of P.R.R., tar boilers and all other machineries, cost, conveyance and royalty of all materials and cost of all labour etc. complete as per specification and direction of Engineer-in-Charge. (To be used for minor repair works only) |
| 51 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler.... |
| 52 | RCC DrainRCC M20 grade Reinforced Cement Concrete in super-structure complete as per Drawing and Technical Specifications. Slab |
| 53 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications . |
| 54 | OMP Chhak Gate towards Malimunda road from 0/000 km to 3/021 kmClearing 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. |
| 55 | Construction of moorum shoulder with approved quarry with all Lead & Lift etc Complete |
| 56 | 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 as per approved Drawing & Technical Specifications and as per Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 57 | Providing and Applying Primer Coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning the road surface and spreading primer @ 0.60kg per sqm using mechanical means as per Technical Specifications and as per Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 58 | Providing Tack coat on prepared bituminous surface with bitumen emulsion (RS) and spreading @ 0.20kg per sqm using mechanical means as per Technical Specifications and as per Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 59 | Providing and laying 37.5mm thick built up spray grouting (B.U.S.G.) in one layer after scraping and cleaning the road surface and applying tack coat using 3.0kg of 60/70 penetration grade bitumen per 10 sqm, using 0.45cum of 25mm to 40mm size hard granite metal and 12.0kg of bitumen per 10 sqm with 0.12cum of 12mm size hard granite chips as key stone per 10 sqm, including heating, pouring and spreading bitumen, spreading metal and chips and rolling with P.R.R., hire and running charges of P.R.R., tar boilers and all other machineries, cost, conveyance and royalty of all materials and cost of all labour etc. complete as per specification and direction of Engineer-in-Charge. (To be used for minor repair works only) |
| 60 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler.... |
| 61 | Road safetyProviding and fixing pre-cast R.C.C (1:2:4) kilometre stone as per I.R.C Design including finishing smooth.Ordinary KM Stone |
| 62 | Providing and errecting direction and placeidentification retro reflective sign as per IRC 67 made of high intensity grade sheeting as per clause no 801.3 fixed over aluminium sheeting, 2m thick with area exceeding 0.9sqm supported on a mild steel angle Iron post 75x75x6mm, 2nos firmly fixed to the ground by means of properly designed foundation with M15 graders(a) Information signs (i) Facility Information signs (800x600 mm) |
| 63 | (ii) Directioal/Place indication sign (1200x700 mm)(up to 0.90 sqm) |
| 64 | (b) Cautionary signs triangular 900mm side.in curve portion and minor junctions |
| 65 | Speed limit Sign post |
| 66 | STOP sign board |
| 67 | Providing & fixing PVC Speed cheek system of 250x350x50 mm size yellow & black in colour within built reflector on both side with inter locking system including filled with cement concrete and fixing with epoxy and nailing property including cost, conveyance, royalties and taxes of all materials and cost of all labour with T&P required for the work etc. complete |
| 68 | Providing and fixing of road stud 100X100mm diecact in aluminium resistant to corrosive effect of salt and grit, fitted with lense reflector installed in concrete 30 cm upto depth |
| 69 | Ultartech (Dhutra) to Bandhapali Chowk from 0/000 km to 2/624 kmClearing 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. |
| 70 | RCC DrainEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with .... |
| 71 | Filling sand of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification. |
| 72 | Providing G.S.B. Gr-VI stone screaning materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and as per Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 73 | Providing and laying 80mm thick faciory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 74 | PCC (1:3:6) nominal mix in foundation of C.D. works using 40mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 75 | PCC M-20 Grade in foundation bed without formwork of structure & CD work using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 76 | RCC M20 grade Reinforced Cement Concrete in super-structure complete as per Drawing and Technical Specifications.Wall |
| 77 | Providing weep holes in Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (AR, P-264/7) |
| 78 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications . |
| 79 | Road safetyProviding 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. |
| 80 | Approach road to Stadium via proposed Heart Care Institue from 0/000 km to 3/000 kmClearing 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. |
| 81 | 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 etc complete as per clause-3002 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 82 | Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. |
| 83 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 84 | Providing G.S.B. Gr-IV materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and as per Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 85 | RCC DrainRCC M20 grade Reinforced Cement Concrete in super-structure complete as per Drawing and Technical Specifications.Slab |
| 86 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications . |
| 87 | Road safetyProviding & Fixing of RCC M-15 guard Post of 1.0m height and size of 15cm external diameter at top and 25cm of external diameter at bottom with base of 30cm x 30cm x 10cm thick as per IRC Specifications for finished item of work as per Section 800, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 88 | Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.(A) 90 cm Octagonal (STOP) |
| 89 | (B) 90 cm circular |
| 90 | (C) 60 cm circular |
| 91 | (D) 90 cm Equilateral triangle |
| 92 | Vigilance Office to Court road from 0/000 km to 1/090 kmClearing 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. |
| 93 | Road safetyProviding 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. |
| 94 | Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.(A) 90 cm Octagonal (STOP) |
| 95 | (B) 60 cm x 45 cm rectangular (Object Hazard) |
| 96 | (C) 60 cm circular |
| 97 | (D) 60cm x 60cm square |
| 98 | (E) 90 cm circular Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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