Tender For Improvements To Sh Connecting Nh-173 To Nh-73 From Ch. 20.00-27.00 Ch. 40.00 - 43.00 In Javagal Hobli, Arsikere Tq. (Job Nocrif-Knt-2023-24-194)
Tender Value
80.42 Lakhs
Estimated cost
Bid Submission
25 Sep 2024
0 days left
EMD
1.61 Lakhs
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
arasikere → Karnataka
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvements To Sh Connecting Nh-173 To Nh-73 From Ch. 20.00-27.00 Ch. 40.00 - 43.00 In Javagal Hobli, Arsikere Tq. (Job Nocrif-Knt-2023-24-194)
BOQ
| Sl. No. | Item Description |
| 1 | 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 and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness includingall labour, usage charges of all machineries loading, unloading, transportation etc.,complete with lead, lift and other incidental charges..I.By Mechanical Means.B.In area of thorny jungle. |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials, stacking servicable and unserviicable materials separately, including all labour, usage charges of all machinery, lift, load, unload, transportation etc complete etc., with all other incidental charges complete (Dismantled material to be transported mechanically) |
| 3 | Earthwork excavation for road way in soil by mechnical means using dozer including cuting and pushing the earth to site of embankmentincluding trimming bottom and side slopes in accordance cross sections, including all labour, load, unload, usage charges of all machineries etc.with all other incidental charges,complete. (cutting & filling). |
| 4 | Removal of unserviceable soil including excavation, loading but excluding replacement by suitable soil which shall be paid separately as per clause 305 including all labour, load, unload, usage charges of all machinery etc., complete. with lead, lift and all other incidental charges. |
| 5 | Loosening levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm,mixed with water at OMC and then compated by rolling so as to achieve maximum dry density as given in Table300-2 for subgrade construction including all leads, lifts, loading, unloading, all labour, usage charges of all machinery etc.,with all other incidental charges complete. |
| 6 | Construction of Granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per clause 401 including protection of edges of GSB layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading,all lead and lift etc.,with all other incidental charges complete. (Compacted Thickness) A (ii) Grading-II Material (Close graded) |
| 7 | Providing laying, spreading and compactinggraded stone aggregates as per Table 400-12 & 400-13,to Wet mix macadam specification inlcuding premixing the Material with water atOMC in mechanical mix plant carriage of mixed materialbytipper to site, laying in uniform layers in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift etc., with all other incidental charges complete (Compacted Thickness) B) By using Grader |
| 8 | Providing and applying primer coat with SSI bitumen emulsioncomplying IS 8887 on prepared surface of granular Baseincluding clearing of road surfaceand spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Table 500-3, including cost of all materials, labour, usage charges ofall machinery,lead, lift loading and unloading etc., with all other incidental charges complete. |
| 9 | Providing and laying Dense Graded Bituminous Macadam with higher capactiy batch type HMP using crushed aggregates as per table 500-7 of specified gradedpremixed with bituminous binder VG-30 grade paving bitumen as per cluase 504.3.1 complying with IS.73-2013of specified grading, premixedwith bituminousbinder at 4.5 percent by weight of total mixand filler, transporting thehot mixto work site, laying withhydrostatic 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 respectsincluding cost of all materials all labour, usage charges of machinery, all lead, lifts, loading, unloading, stacking, transporting etc with all other incidental charges complete, 50-75 mm Compacted thickness. |
| 10 | Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.2kg per sqm on prepared bituminous surface of cleaned withMechanical Broom & dusting by Aircompressor and sprayingincluding cost of all materials, labour, usage charges of all machinery, lead, lift, loading, unloading etc.,, with all other incidental charges complete. |
| 11 | Providing and laying Bituminous Concrete with higher capacity batch type hot mix plant using crushedaggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 grade Paving Bitumen as per cluase 504.3.1 complying with IS 73-2013ofspecifiedgrading, premixed with bituminous binder @ 5.4 percent of mix and filler @ 2% by weightof agregate, transporting the hot mix to work site, laying with a hydrostaic paver finisher withsensor control to the required grade, level and alignment, rolling with Smooth wheeled vibratory and tandem rollers to achieve thedesired compactionas perMORTH 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., with all other incidental charges. complete.30-40 mm compacted thickness. |
| 12 | 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.300-2laid in layers not exceeding 250 mm thick and compacting it bymechanical means after adding water to its OMC, so asto 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., with all other incidental charges complete.(New road formation). |
| 13 | Road marking with hot appliedThermo Plastic compoundwith reflectorising glass beeds on bituminous surfaceproviding and laying of hot applied thermoplastic compound 2.5mm thick including reflcetorising glass beeds at 250gms/sqmtr area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35 the finished surface to be level, uniform and free from streaks andholes, including barricading traffic diversion as per IRC:35 , cleaning the surface of dirt, dust and other foreign matter, demarcation at site, traffic controlcost of all materials, all labour,lead,lift, loading, unloading, transporting etc., withall other incidental charges complete. |
| 14 | Filling Pot-holes and Patch Repairs withBituminous concrete40mm. 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,.I) Using Grading I Material. |
| 15 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type IV retro reflective sheetingfixed 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 1.30m), 3.2 mm thickness firmly fixed to the ground by means of property 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., with all other incidental chargescomplete A (i)90 cm equilateral triangle |
| 16 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type IV retro reflective sheetingfixed 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 1.30m), 3.2 mm thickness firmly fixed to the ground by means of property 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., with all other incidental chargescomplete A (vi)90cm circular |
| 17 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type IV retro reflective sheetingfixed 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 1.30m), 3.2 mm thickness firmly fixed to the ground by means of property 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., with all other incidental chargescompleteA (viii)60 cm circular |
| 18 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type IV retro reflective sheetingfixed 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 1.30m), 3.2 mm thickness firmly fixed to the ground by means of property 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., with all other incidental chargescomplete A (xii)60cm x 45 cm rectangular |
| 19 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., including cost of all materials all labour, lead, lifts, loading, usage charges of machinery, unloading transporting etc., with all other incidental charges complete.Ordinary Kilometer Stone(precast) |
| 20 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., including cost of all materials all labour, lead, lifts, loading, usage charges of machinery, unloading transporting etc., with all other incidental charges complete.200 metre stone(precast) |
| 21 | 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 thickor Aluminium composite material sheet with overall thickness of 4mm with area notexceeding 0.9 sqm fixed over back support frame of minimum 35x35x3mmangle mounted on a mildsteelcircular pipe 65NB, 3.2mm thickness and 3.6mheight 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 including curingcost of all material all labour, lead, lift,loading, unloading,transporting etc., with all other incidental charges complete |
| 22 | Providing and erecting Project Display Board of size 1.80 vertical x 1.60 M Horizontal made of Cold Rolled Coil Sheet 16 Gauge(1.6mm thickness) sheeting strengthened by welding to MS angle of size 35x35x5mm iron frame work on all sides, extra cross vertical angle fixed using nuts and bolts, base of the board shall be cleaned, applying red oxide and black paint by sprayer on both sides of the board and all MS iron frameworks, background of the facing side of the board painted in traffic yellow, project information written in English/Kannada/Hindi, painting letters and numerals in black, fixed on a mild steel angle iron post 75mm x 75mm x 6mm, 2Nos. Firmly fixed to the ground by means ofproperly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cmbelow ground level and the board 2.8M from ground levelas per approved drawing,includingcost of all material all labour, ead, lift,loading, unloading, ltransporting etc., with all other incidental charges.complete |
| 23 | Solar Powered Road Marker (Solar Stud) 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 ASTMD 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 10mm x 100mm 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., with all other incidental charges complete |
AI Tender Summary
Tender Timeline
Sep 13, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedSep 25, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 26, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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