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 Description | Item Code / Make | Quantity | Units | Estimated Rate in Rs. | Addition / Deduction | Addition / Deduction Values | Currency Convertion against each Item | Quoted Currency in INR / Other Currency | BASIC RATE In Figures To be entered by the Bidder Rs. P | Excise Duty | VAT | Freight Charges ( Unloading & Stacking) | Any Other Taxes/Duties/Levies | Other Taxes 2 | IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax | Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category | TOTAL AMOUNT Without GST in Rs. | TOTAL AMOUNT With Taxes | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | 27 | 28 | 29 | 30 | 31 | 32 | 33 | 34 | 35 | 36 | 37 | 38 | 39 | 40 | 41 | 42 | 43 | 44 | 45 | 46 | 47 | 48 | 49 | 50 | 51 | 52 | 7 | 54 | 8 |
1 | Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. (Average filling depth 150 mm), including all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete. | 1 | Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. (Average filling depth 150 mm), including all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete. | Construction of chamber for 100mm sluices valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
1.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 15000.0000 | Sqm | 92.40 | Excess(+) | 1.00 | Full Conversion | INR | 1386000.00 | 1386000.00 | INR Thirteen Lakh Eighty Six Thousand Only | 1.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 15000 | Sqm | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||
2 | Clearing 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). | 2 | Clearing 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 valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
2.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 5000.000 | Rmtr. | 59.00 | Excess(+) | 1.00 | Full Conversion | INR | 295000.00 | 295000.00 | INR Two Lakh Ninety Five Thousand Only | 2.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 5000 | Rmtr. | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||
3 | Clearing 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). | 3 | Clearing 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 valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
3.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 797.450 | Cum | 360.00 | Excess(+) | 1.00 | Full Conversion | INR | 287082.00 | 287082.00 | INR Two Lakh Eighty Seven Thousand &Eighty Two Only | 3.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 797.45 | Cum | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||
4 | Clearing 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. | 4 | Clearing 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 valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
4.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 8.616 | Hect. | 32646.00 | Excess(+) | 1.00 | Full Conversion | INR | 281277.94 | 281277.94 | INR Two Lakh Eighty One Thousand Two Hundred & Seventy Seven and Paise Ninety Four Only | 4.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 8.616 | Hect. | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||
5 | Providing 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). | 5 | Providing 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 valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
5.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 3000.000 | Sqm | 8.40 | Excess(+) | 1.00 | Full Conversion | INR | 25200.00 | 25200.00 | INR Twenty Five Thousand Two Hundred Only | 5.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 3000 | Sqm | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||
6 | Filling 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) | 6 | Filling 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 valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
6.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 3015.600 | Sqm | 424.3500 | Excess(+) | 1.00 | Full Conversion | INR | 1279669.86 | 1279669.86 | INR Twelve Lakh Seventy Nine Thousand Six Hundred & Sixty Nine and Paise Eighty Six Only | 6.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 3015.6 | Sqm | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||
7 | Providing 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 | 7 | Providing 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 valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
7.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 105.00 | Sqm | 14.70 | Excess(+) | 1.00 | Full Conversion | INR | 1543.50 | 1543.50 | INR One Thousand Five Hundred & Forty Three and Paise Fifty Only | 7.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 105 | Sqm | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||
8 | 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-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] | 8 | 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-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 valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
8.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 26.25 | Cum. | 10990.120 | Excess(+) | 1.00 | Full Conversion | INR | 288490.65 | 288490.65 | INR Two Lakh Eighty Eight Thousand Four Hundred & Ninety and Paise Sixty Five Only | 8.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 26.25 | Cum. | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||
9 | Direction 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. | 9 | Direction 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 valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
9.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 93.60 | Sqm | 9651.000 | Excess(+) | 1.00 | Full Conversion | INR | 903333.60 | 903333.60 | INR Nine Lakh Three Thousand Three Hundred & Thirty Three and Paise Sixty Only | 9.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 93.6 | Sqm | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||
10 | Retro-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. | 10 | Retro-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 valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
10.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) - For 90 cm equilateral triangle Showing Rumbles,Cross Roads & Curves | 40.00 | Each | 5255.000 | Excess(+) | 1.00 | Full Conversion | INR | 210200.00 | 210200.00 | INR Two Lakh Ten Thousand Two Hundred Only | 10.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) - For 90 cm equilateral triangle Showing Rumbles,Cross Roads & Curves | 40 | Each | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||
10.2 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)- For 90 cm equilateral triangle Chevron boards @ Curve locations | 78.00 | Each | 5305.000 | Excess(+) | 1.00 | Full Conversion | INR | 413790.00 | 413790.00 | INR Four Lakh Thirteen Thousand Seven Hundred & Ninety Only | 10.2 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate)- For 90 cm equilateral triangle Chevron boards @ Curve locations | 78 | Each | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||
11 | Road 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. | 11 | Road 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 valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
11.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 5645.068 | Sqm | 635.000 | Excess(+) | 1.00 | Full Conversion | INR | 3584618.18 | 3584618.18 | INR Thirty Five Lakh Eighty Four Thousand Six Hundred & Eighteen and Paise Eighteen Only | 11.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 5645.068 | Sqm | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||
11.2 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) - 100mm thick for Transverse marking | 336.00 | Sqm | 1795.000 | Excess(+) | 1.00 | Full Conversion | INR | 603120.00 | 603120.00 | INR Six Lakh Three Thousand One Hundred & Twenty Only | 11.2 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) - 100mm thick for Transverse marking | 336 | Sqm | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||
12 | Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete | 12 | Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete | Construction of chamber for 100mm sluices valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
12.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 3712.00 | Each | 350.000 | Excess(+) | 1.00 | Full Conversion | INR | 1299200.00 | 1299200.00 | INR Twelve Lakh Ninety Nine Thousand Two Hundred Only | 12.1 | Km.273.058 to Km.287.418 on NH-52(As per Detailed Estimate) | 3712 | Each | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||
13 | BILL NO.2: Road Property Maintenance | 13 | BILL NO.2: Road Property Maintenance | Construction of chamber for 100mm sluices valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
14 | BILL NO -3 : PERFORMANCE BASED PAVEMENT REPAIR & ROAD MAINTENANCE | 14 | BILL NO -3 : PERFORMANCE BASED PAVEMENT REPAIR & ROAD MAINTENANCE | Construction of chamber for 100mm sluices valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
14.1 | Routine Maintenance of road assets and pavement as given below: (i) Clearing and grubbing road land (ii) Repair of potholes/edge cuts/ruts/ patches (iii) Carrying out cleaning, removing of dust/silt/thrash from carriageway. (iv) Cleaning, clearing and repairing roadside open/unlined/lined/covered drains and cross drainage works (v) maintenance of road signs and delineators | 14.1 | Routine Maintenance of road assets and pavement as given below: (i) Clearing and grubbing road land (ii) Repair of potholes/edge cuts/ruts/ patches (iii) Carrying out cleaning, removing of dust/silt/thrash from carriageway. (iv) Cleaning, clearing and repairing roadside open/unlined/lined/covered drains and cross drainage works (v) maintenance of road signs and delineators | Construction of chamber for 100mm sluices valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
14.2 | from Km 105.600 to Km 130.000 on NH-373 (As per Detailed Estimate) | 10.00 | Per Month | 552501.00 | Excess(+) | 1.00 | Full Conversion | INR | 5525010.00 | 5525010.00 | INR Fifty Five Lakh Twenty Five Thousand &Ten Only | 14.2 | from Km 105.600 to Km 130.000 on NH-373 (As per Detailed Estimate) | 10 | Per Month | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||
Total in Figures | 16383535.73 | 16383535.73 | INR One Crore Sixty Three Lakh Eighty Three Thousand Five Hundred & Thirty Five and Paise Seventy Three Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||||||||||
Quoted Rate in Figures | Select | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
Quoted Rate in Words | INR Zero Only |
Andaman & Nicobar Tenders |Andhra Pradesh Tenders |Arunachal Pradesh Tenders |Assam Tenders |Bihar Tenders |Chandigarh Tenders |Chhattisgarh Tenders |Dadra & Nagar Haveli Tenders |Daman & Diu Tenders |Delhi Tenders |Goa Tenders |Gujarat Tenders |Haryana Tenders |Himachal Pradesh Tenders |Jammu & Kashmir Tenders |Jharkhand Tenders |Karnataka Tenders |Kerala Tenders |Ladakh Tenders |Lakshadweep Tenders |Madhya Pradesh Tenders |Maharashtra Tenders |Manipur Tenders |Meghalaya Tenders |Mizoram Tenders |Nagaland Tenders |Odisha Tenders |Pondicherry Tenders |Punjab Tenders |Rajasthan Tenders |Sikkim Tenders |Tamil Nadu Tenders |Telangana Tenders |Tripura Tenders |Uttarakhand Tenders |Uttar Pradesh Tenders |West Bengal Tenders |