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Ministry of Road Transport and Highways||P6 Delhi - MoRTH||RO Bangalore - MoRTH||NH Division-Hubli - MoRTH
Ministry of Road Transport and Highways||P6 Delhi - MoRTH||RO Bangalore - MoRTH||NH Division-Hubli - MoRTH
The Executive Engineer NH Dn Hubli
Karnataka QTY :

Items - Short Term Maintenance Contract for the stretch from Km273/058 to Km287/418 on NH52 from Km127/160 to 112/800 JB No 40

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Tender Inviting Authority: <Regional Officer (Civil),Ministry of Road Transport & Highways,Bengaluru>
Name of Work: Short Term Maintenance Contract for the stretch from Km.273.058 to Km.287.418 on NH-52 (from Km.127.160 to 112.800 old chainage of NH-63) pertaining to Hubli NH Division in the state of Karnataka. (Job No:-NH-52-KNT-Hubli-STMC-2024-25-40)
Contract No: NIT No. EE/NH/HBL/PB-2/2025-26/979
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevant columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
Sl. No.Item DescriptionItem Code / MakeQuantityUnitsEstimated Rate in Rs.Addition / DeductionAddition / Deduction ValuesCurrency Convertion against each ItemQuoted Currency in INR / Other CurrencyBASIC RATE In Figures To be entered by the Bidder Rs. P Excise DutyVATFreight Charges ( Unloading & Stacking)Any Other Taxes/Duties/LeviesOther Taxes 2IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service TaxLess for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without GST in Rs.TOTAL AMOUNT With TaxesTOTAL AMOUNT In Words
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1Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. (Average filling depth 150 mm), including all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete.1Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. (Average filling depth 150 mm), including all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete.Construction of chamber for 100mm sluices valveitem1101 Nos
1.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)15000.0000Sqm92.40Excess(+)1.00Full ConversionINR1386000.001386000.00INR Thirteen Lakh Eighty Six Thousand Only1.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)15000SqmSupplying, Conveying and fixing spls. Including eartitem1123.223Nos
2Clearing road side/Median open lined/ pucca drains to bring them to original shape, drainage capacity including disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respects as directed by the Engineer-ln-Charge and as per Maintenance Standards Cause no. 3.1(Frequency of cleaning in urban areas will be quarterly whereas in rural areas, it will be twice in a year i.e. before and after monsoon).2Clearing road side/Median open lined/ pucca drains to bring them to original shape, drainage capacity including disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respects as directed by the Engineer-ln-Charge and as per Maintenance Standards Cause no. 3.1(Frequency of cleaning in urban areas will be quarterly whereas in rural areas, it will be twice in a year i.e. before and after monsoon).Construction of chamber for 100mm sluices valveitem1101 Nos
2.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)5000.000Rmtr.59.00Excess(+)1.00Full ConversionINR295000.00295000.00INR Two Lakh Ninety Five Thousand Only2.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)5000Rmtr.Supplying, Conveying and fixing spls. Including eartitem1123.223Nos
3Clearing slab/ box type culverts and pipe culverts including clearing, cleaning and reshaping of upstream and downstream faces of these culverts within right of way. The job includes disposal of excess material recovered from site including vegetation outside ROW with all leads and lifts complete in all respects as per direction of Engineer-ln-Charge and as per Maintenance Standards Clause 3.1 (Frequency of cleaning will be one time in a year i.e. before start of monsoon).3Clearing slab/ box type culverts and pipe culverts including clearing, cleaning and reshaping of upstream and downstream faces of these culverts within right of way. The job includes disposal of excess material recovered from site including vegetation outside ROW with all leads and lifts complete in all respects as per direction of Engineer-ln-Charge and as per Maintenance Standards Clause 3.1 (Frequency of cleaning will be one time in a year i.e. before start of monsoon).Construction of chamber for 100mm sluices valveitem1101 Nos
3.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)797.450Cum360.00Excess(+)1.00Full ConversionINR287082.00287082.00INR Two Lakh Eighty Seven Thousand &Eighty Two Only3.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)797.45CumSupplying, Conveying and fixing spls. Including eartitem1123.223Nos
4Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials by (Tractor) and stacking of serviceable material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, hire charges of all machineries etc., complete (For new road) - In area of light jungle by Mechanical means.4Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials by (Tractor) and stacking of serviceable material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, hire charges of all machineries etc., complete (For new road) - In area of light jungle by Mechanical means.Construction of chamber for 100mm sluices valveitem1101 Nos
4.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)8.616Hect.32646.00Excess(+)1.00Full ConversionINR281277.94281277.94INR Two Lakh Eighty One Thousand Two Hundred & Seventy Seven and Paise Ninety Four Only4.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)8.616Hect.Supplying, Conveying and fixing spls. Including eartitem1123.223Nos
5Providing and applying low viscosity bitumen emulsion for sealing cracks less then 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing complete as per MoRTH Specifications Clause 3004.3.2 and as per direction of the Engineer-inCharge (Fog seal).5Providing and applying low viscosity bitumen emulsion for sealing cracks less then 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing complete as per MoRTH Specifications Clause 3004.3.2 and as per direction of the Engineer-inCharge (Fog seal).Construction of chamber for 100mm sluices valveitem1101 Nos
5.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)3000.000Sqm8.40Excess(+)1.00Full ConversionINR25200.0025200.00INR Twenty Five Thousand Two Hundred Only5.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)3000SqmSupplying, Conveying and fixing spls. Including eartitem1123.223Nos
6Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm thick. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2, including cost of all materials, all labour, usage charges of machinery, lead, lifts, loading, unloading stacking,transporting etc., complete exepet lead for bitumen & emulsion. Grading II 13mm (Nominal size) (Initial Repair)6Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm thick. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2, including cost of all materials, all labour, usage charges of machinery, lead, lifts, loading, unloading stacking,transporting etc., complete exepet lead for bitumen & emulsion. Grading II 13mm (Nominal size) (Initial Repair)Construction of chamber for 100mm sluices valveitem1101 Nos
6.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)3015.600Sqm424.3500Excess(+)1.00Full ConversionINR1279669.861279669.86INR Twelve Lakh Seventy Nine Thousand Six Hundred & Sixty Nine and Paise Eighty Six Only6.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)3015.6SqmConstruction of chamber for 100mm sluice platesitem2213Nos
7Providing and applying tack coat with bitumen emulsion(RS1) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, execpt lead for emulsion. (A) On BT surfaces 7Providing and applying tack coat with bitumen emulsion(RS1) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, execpt lead for emulsion. (A) On BT surfaces Construction of chamber for 100mm sluices valveitem1101 Nos
7.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)105.00Sqm14.70Excess(+)1.00Full ConversionINR1543.501543.50INR One Thousand Five Hundred & Forty Three and Paise Fifty Only7.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)105SqmConstruction of chamber for 100mm sluice platesitem2213Nos
8Providing 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-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 5.2 per cent of mix and filler at 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 all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, except lead for bitumen, with a lead of mixed material upto 1 km, excluding cost of primer/ tack coat - 50mm compacted thickness. (ii) Grading 1 with 5.20% Bitumen (50 mm compacted thickness) (a) Using 60/70 Grade (VG-30) Bitumen]8Providing 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-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 5.2 per cent of mix and filler at 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 all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, except lead for bitumen, with a lead of mixed material upto 1 km, excluding cost of primer/ tack coat - 50mm compacted thickness. (ii) Grading 1 with 5.20% Bitumen (50 mm compacted thickness) (a) Using 60/70 Grade (VG-30) Bitumen]Construction of chamber for 100mm sluices valveitem1101 Nos
8.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)26.25Cum.10990.120Excess(+)1.00Full ConversionINR288490.65288490.65INR Two Lakh Eighty Eight Thousand Four Hundred & Ninety and Paise Sixty Five Only8.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)26.25Cum.Construction of chamber for 100mm sluice platesitem2213Nos
9Direction and Place Identification Signs upto 0.9 sqm Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.20 mm thick, 3.60mtrs hight, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. 9Direction and Place Identification Signs upto 0.9 sqm Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.20 mm thick, 3.60mtrs hight, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. Construction of chamber for 100mm sluices valveitem1101 Nos
9.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)93.60Sqm9651.000Excess(+)1.00Full ConversionINR903333.60903333.60INR Nine Lakh Three Thousand Three Hundred & Thirty Three and Paise Sixty Only9.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)93.6SqmConstruction of chamber for 100mm sluice platesitem2213Nos
10Retro-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, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.90 mtrs), 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, as per clauses including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. 10Retro-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, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.90 mtrs), 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, as per clauses including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. Construction of chamber for 100mm sluices valveitem1101 Nos
10.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) - For 90 cm equilateral triangle Showing Rumbles,Cross Roads & Curves40.00Each5255.000Excess(+)1.00Full ConversionINR210200.00210200.00INR Two Lakh Ten Thousand Two Hundred Only10.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) - For 90 cm equilateral triangle Showing Rumbles,Cross Roads & Curves40EachConstruction of chamber for 100mm sluice platesitem2213Nos
10.2Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)- For 90 cm equilateral triangle Chevron boards @ Curve locations78.00Each5305.000Excess(+)1.00Full ConversionINR413790.00413790.00INR Four Lakh Thirteen Thousand Seven Hundred & Ninety Only10.2Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)- For 90 cm equilateral triangle Chevron boards @ Curve locations78EachConstruction of chamber for 100mm sluice platesitem2213Nos
11Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. 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 foriegn matter, demarcation at site, traffuc control,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. 11Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. 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 foriegn matter, demarcation at site, traffuc control,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. Construction of chamber for 100mm sluices valveitem1101 Nos
11.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)5645.068Sqm635.000Excess(+)1.00Full ConversionINR3584618.183584618.18INR Thirty Five Lakh Eighty Four Thousand Six Hundred & Eighteen and Paise Eighteen Only11.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)5645.068SqmConstruction of chamber for 100mm sluice platesitem2213Nos
11.2Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) - 100mm thick for Transverse marking336.00Sqm1795.000Excess(+)1.00Full ConversionINR603120.00603120.00INR Six Lakh Three Thousand One Hundred & Twenty Only11.2Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) - 100mm thick for Transverse marking336SqmConstruction of chamber for 100mm sluice platesitem2213Nos
12Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete12Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., completeConstruction of chamber for 100mm sluices valveitem1101 Nos
12.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)3712.00Each350.000Excess(+)1.00Full ConversionINR1299200.001299200.00INR Twelve Lakh Ninety Nine Thousand Two Hundred Only12.1Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)3712EachConstruction of chamber for 100mm sluice platesitem2213Nos
13BILL NO.2: Road Property Maintenance13BILL NO.2: Road Property MaintenanceConstruction of chamber for 100mm sluices valveitem1101 Nos
14BILL NO -3 : PERFORMANCE BASED PAVEMENT REPAIR & ROAD MAINTENANCE14BILL NO -3 : PERFORMANCE BASED PAVEMENT REPAIR & ROAD MAINTENANCEConstruction of chamber for 100mm sluices valveitem1101 Nos
14.1Routine Maintenance of road assets and pavement as given below: (i) Clearing and grubbing road land (ii) Repair of potholes/edge cuts/ruts/ patches (iii) Carrying out cleaning, removing of dust/silt/thrash from carriageway. (iv) Cleaning, clearing and repairing roadside open/unlined/lined/covered drains and cross drainage works (v) maintenance of road signs and delineators 14.1Routine Maintenance of road assets and pavement as given below: (i) Clearing and grubbing road land (ii) Repair of potholes/edge cuts/ruts/ patches (iii) Carrying out cleaning, removing of dust/silt/thrash from carriageway. (iv) Cleaning, clearing and repairing roadside open/unlined/lined/covered drains and cross drainage works (v) maintenance of road signs and delineators Construction of chamber for 100mm sluices valveitem1101 Nos
14.2from Km 105.600 to Km 130.000 on NH-373 (As per Detailed Estimate)10.00Per Month552501.00Excess(+)1.00Full ConversionINR5525010.005525010.00INR Fifty Five Lakh Twenty Five Thousand &Ten Only14.2from Km 105.600 to Km 130.000 on NH-373 (As per Detailed Estimate)10Per MonthConstruction of chamber for 100mm sluice platesitem2213Nos
Total in Figures16383535.7316383535.73INR One Crore Sixty Three Lakh Eighty Three Thousand Five Hundred & Thirty Five and Paise Seventy Three Only4Construction of chamber for 100mm sluice platesitem510Nos
Quoted Rate in FiguresSelect0.000.00INR Zero Only
Quoted Rate in WordsINR Zero Only