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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹5.5 Cr+₹9.8 L (1.82%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GOPAL BHIMARAYA L1 | SHANKAR N CHAVAN L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land;- Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shurbs, saplings and trees upto any girth, removal of stumps of trees cut earlier and disposal of unservicable materials and stacking of servicable materials to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness including all labour, lead and lift, usage charges of all machineries etc. complete. By mechanical means in area of light jungle & As directed by the Engineer incharge of the work. | 2.55 | Hec | 35,910.6 ₹91,643.85 Lowest | 36,563 ₹93,308.78 |
| 2.00 | Surface 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 & As directed by the Engineer incharge of the work. | 4,254 | Mtr | 64.9 ₹2,76,084.6 Lowest | 66.08 ₹2,81,104.32 |
| 3.00 | Tack Coat:- Providing and applying tack coat with VG-10 Grade Bitumen using pressure distributor at the rate of 0.20 kg per sqm on the prepared bitumen Surface cleaned with mechanical broom and dusting by air compressor and spraying including cost of all materials, labour, usage charges of machinery, loading, unloading, stacking etc.,complete, including lead for bitumen. Using VG-10 Grade Bitumen (80/100), On bitumen surface at 0.20kg/sqm & As directed by the Engineer incharge of the work. | 38,995 | Sqm | 13.42 ₹5,23,312.9 Lowest | 13.66 ₹5,32,671.7 |
| 4.00 | Providing and laying Dense Graded Bituminous Macadam with Higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-40 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 percent by wieght of total mix and filler at 2 percent by wieght of aggregate, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause no 505 complete in all repects including cost of all materials, labour, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, including lead for Bitumen and with a lead of mixed material. excluding cost of primer/tack coat. (Compacted thickness). Grading-II 50-75mm compacted thickness, (b) Using 30/40Grade ( VG-40) Bitumen & As directed by the Engineer incharge of the work. | 1,949.75 | Cum | 10,991.57 ₹2,14,30,813.61 Lowest | 11,191.42 ₹2,18,20,471.15 |
| 5.00 | Bituminous Concrete Grading -II:- Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-40 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 percent of mix and filler @2% by weight of agregate, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects including cost of all materials, labour, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, including lead for Bitumen. excluding cost of primer/tack coat. (Compacted thickness).30-40 mm compacted thickness. (ii) Grading 2 with 5.40% bitumen (30-40mm compacted thickness) (13.20mm nominal size) (b) Using 30/40Grade ( VG-40) Bitumen & As directed by the Engineer incharge of the work. | 1,169.85 | Cum | 12,665.16 ₹1,48,16,337.43 Lowest | 12,895.43 ₹1,50,85,718.79 |
| 6.00 | Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation) & As directed by the Engineer incharge of the work. | 2,127 | Cum | 522.5 ₹11,11,357.5 Lowest | 532 ₹11,31,564 |
| 7.00 | Road Marking with Hot Applied Thermoplastic Compound:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 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. including barricading, traffic diversion as per IRC 35, cleaning the surface of dirt, dust and other foreign matter, demarcation at site, traffic control, cost of all materials, all labour, lead, lifts, unloading, transporting etc. complete & As directed by the Engineer incharge of the work. | 1,701.6 | Sqm | 698.5 ₹11,88,567.6 Lowest | 711.2 ₹12,10,177.92 |
| 8.00 | ROAD Studs with Lense Reflector: Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer & As directed by the Engineer incharge of the work. | 908 | Nos | 401.5 ₹3,64,562 Lowest | 408.8 ₹3,71,190.4 |
| 9.00Retro- Reflectorised Traffic signs:- 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, 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 3mm 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. as per clauses, including curing, cost of all materials, all labour, lead, lift, loading, unloading, transporting etc., complete & As directed by the Engineer incharge of the work. | |||||
| 9.10 | a) 90cm equi triangle | 18 | Each | 5,780.5 ₹1,04,049 Lowest | 5,885.6 ₹1,05,940.8 |
Tender Value
₹4.9 Cr
EMD Value
₹7.3 L
Closing Date
10 Feb 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE NH Division Kalaburagi
O/o EE NH Division Kalaburagi
Resurfacing to road from Hunsagi Kembavi Main road to Arkera J Yadahalli Kachaknoor Kannelli from Km 0 to Km 10
2025_MoRTH_847241_1
EE/NHD/KLB/92/2024-25/2062
Open Tender
Civil Works - Roads
Item Rate
180 days
Hunsagi
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
EE NH Division KLB
₹7.3 L
Kalaburagi
28 Feb 2025
1 Feb 2025
12 Feb 2025
1 Feb 2025
10 Feb 2025
1 Feb 2025
6 Feb 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land;- Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shurbs, saplings and trees upto any girth, removal of stumps of trees cut earlier and disposal of unservicable materials and stacking of servicable materials to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness including all labour, lead and lift, usage charges of all machineries etc. complete. By mechanical means in area of light jungle & As directed by the Engineer incharge of the work. | 2.55 | Hec | 100 | ₹255.2 |
| 2 | Surface 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 & As directed by the Engineer incharge of the work. | 4,254 | Mtr | 100 | ₹4,25,400 |
| 3 | Tack Coat:- Providing and applying tack coat with VG-10 Grade Bitumen using pressure distributor at the rate of 0.20 kg per sqm on the prepared bitumen Surface cleaned with mechanical broom and dusting by air compressor and spraying including cost of all materials, labour, usage charges of machinery, loading, unloading, stacking etc.,complete, including lead for bitumen. Using VG-10 Grade Bitumen (80/100), On bitumen surface at 0.20kg/sqm & As directed by the Engineer incharge of the work. | 38,995 | Sqm | 100 | ₹38,99,500 |
| 4 | Providing and laying Dense Graded Bituminous Macadam with Higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-40 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 percent by wieght of total mix and filler at 2 percent by wieght of aggregate, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause no 505 complete in all repects including cost of all materials, labour, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, including lead for Bitumen and with a lead of mixed material. excluding cost of primer/tack coat. (Compacted thickness). Grading-II 50-75mm compacted thickness, (b) Using 30/40Grade ( VG-40) Bitumen & As directed by the Engineer incharge of the work. | 1,949.75 | Cum | 100 | ₹1,94,975 |
| 5 | Bituminous Concrete Grading -II:- Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-40 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 percent of mix and filler @2% by weight of agregate, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects including cost of all materials, labour, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, including lead for Bitumen. excluding cost of primer/tack coat. (Compacted thickness).30-40 mm compacted thickness. (ii) Grading 2 with 5.40% bitumen (30-40mm compacted thickness) (13.20mm nominal size) (b) Using 30/40Grade ( VG-40) Bitumen & As directed by the Engineer incharge of the work. | 1,169.85 | Cum | 100 | ₹1,16,985 |
| 6 | Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation) & As directed by the Engineer incharge of the work. | 2,127 | Cum | 100 | ₹2,12,700 |
| 7 | Road Marking with Hot Applied Thermoplastic Compound:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 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. including barricading, traffic diversion as per IRC 35, cleaning the surface of dirt, dust and other foreign matter, demarcation at site, traffic control, cost of all materials, all labour, lead, lifts, unloading, transporting etc. complete & As directed by the Engineer incharge of the work. | 1,701.6 | Sqm | 100 | ₹1,70,160 |
| 8 | ROAD Studs with Lense Reflector: Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer & As directed by the Engineer incharge of the work. | 908 | Nos | 100 | ₹90,800 |
| 9Retro- Reflectorised Traffic signs:- 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, 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 3mm 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. as per clauses, including curing, cost of all materials, all labour, lead, lift, loading, unloading, transporting etc., complete & As directed by the Engineer incharge of the work. | |||||
| 9.1 | a) 90cm equi triangle | 18 | Each | 100 | ₹1,800 |
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