Tender For Improvements To Road Joining From Sovenahalli To Join Kudligi-Thumbaraguddi Road Via Soorvvanahalli, Genatikatte, Nallabanda, Mallarahalli From Km.0.70 To 7.90, Sandur Taluk, Ballari District. Job No. Crif-Knt-2023-24-246
Tender Value
Ref. Documents
Estimated cost
Bid Submission
19 Oct 2024
0 days left
EMD
7.29 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sandur → Karnataka
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvements To Road Joining From Sovenahalli To Join Kudligi-Thumbaraguddi Road Via Soorvvanahalli, Genatikatte, Nallabanda, Mallarahalli From Km.0.70 To 7.90, Sandur Taluk, Ballari District. Job No. Crif-Knt-2023-24-246 Improvements To Road Joining From Sovenahalli To Join Kudligi-Thumbaraguddi Road Via Soorvvanahalli, Genatikatte, Nallabanda, Mallarahalli From Km.0.70 To 7.90, Sandur Taluk, Ballari District.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 04-Oct-2024 | Corrigendum | Other | 19-Oct-2024 |
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 including all labour, loading, unloading, hire charges of machinery, all lead and lift with all other incidental chargesetc., complete..as per the direction of the Engineer-In-Charge for successful completion of workBy Mechanical Means, In area of Light jungle. |
| 2 | Excavation for roadwork in soil by hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location, with all lifts and lead,including all labour, hire charges of all machinery with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 3 | 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 loading & unloading,all lead and lift with all other incidental chargesetc., complete..as per the direction of the Engineer-In-Charge for successful completion of work. Mehanical means |
| 4 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for subgrade construction including all lead, lifts, loading, unloading, all labour, hire charges of all machinery with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 5 | 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 ofall materials, labour, hire charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 6 | 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 layersand compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction ofmaximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador,consolidation by rollerincluding all lead, lifts, loading, unloading, all labour, hire charges of machinery with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 7 | Wet Mix Macadam (Plant Mix Method): Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, 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 in sub- base /base course on well prepared surface and compacting with vibratory roller to achieve the desired densityof 98% including protection of edges of WMM layer, cost of all materials, labour, hire charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading with all lead, lifts etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. As per job approved mix. |
| 8 | Prime Coat over WMM/WBM: Providing and applying primer coat with SS1 bitumen emulsion complying IS- 8887 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.as per table-500-3, including cost of all materials, labour, hire charges of all machinery, lighting, barricading, guarding, with all lead, lift, loading & unloading etc., all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 9 | 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-30 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.0 percent by wieght of total mix and filler at 2 percent by wieght of aggregate, transportingthe 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, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, including lead for Bitumen and with a lead of mixed materialGrading-II 50-75mm compacted thickness, (b) Using 30/40Grade ( VG-30) Bitumen. all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 10 | Tack Coat:- Tack Coat: Providing and applying tack coat with VG-10 Grade Bitumen usingpressure distributor at the rate of 0.20 kg per sqm on the prepared Granular Surface cleaned with mechanical broom and dusting by air compressor and spraying including cost of all materials, labour, hire charges of machinery, loading, unloading, stacking etc.,complete, including lead for bitumen. Using VG-10 Grade Bitumen (80/100), On Granular surface at 0.25kg/sqm. all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 11 | 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-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent 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, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, including with all lead and lift (Compacted thickness).30-40 mm compacted thickness, all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 12 | Metal Beam Crash Barrier. Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 Type - A, \"W\" : Metal Beam Crash Barrier,complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 13 | Road Marking with Hot Applied Thermoplastic Compound:- Providing and laying of hot applied thermoplastic compound 10mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 10 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 per the direction of the Engineer-In-Charge for successful completion of work. |
| 14 | Road Marking with Hot Applied Thermoplastic Compound:- Providing and laying of hot applied thermoplastic compound 10mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 10 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 per the direction of the Engineer-In-Charge for successful completion of work. |
| 15 | 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 IIIDt11.06.1997.Theheight,widthandlengthshallnot 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 baseshallbe35+/-5degree.Thestrengthofdetachment oftheintegratedcylindricalshanks,(ofdiameternotless than 19 +/- 2 mm and height not less than 30+/- 2 mm) from thebodyistobeaminimumvalueof500Kg.Fixingwill be by drilling holes on the road for the shanks to go inside, withoutnailsandusingepoxyresinbasedadhesiveasper manufacturer\"srecommendationandcompleteasdirected bytheengineer.Thecontractorshallsubmitatwoyear warranty for satisfactory field performance including stipulated retro-reflectanceofthereflectingpanel,totheEngineer.complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 16 | 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, 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 per the direction of the Engineer-In-Charge for successful completion of work. |
| 17 | a) 90cm equi triangle |
| 18 | b) 60cm Circular |
| 19 | c) 50x60cm Rectangular |
| 20 | 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 as per the direction of the Engineer-In-Charge for successful completion of work. |
| 21 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., includingcost of all materialsall labour, lead, lifts, loading, hire charges of machinery, unloading transporting etc.,complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 22 | Ordinary Kilometer stone (precast) |
| 23 | 200 metre stone (precast) |
| 24 | Providing and erecting Project Display Board of size 1.80 verticalx 1.60M Horizontal made of Cold Rolled Coil Sheet 16 Guage (1.6mm thickness) sheeting sthrenghtened by welding to MS angle of size 35x35x5mm iron framework 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 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level and the board 2.8M from ground level as per approved drawing (Excluding cost of lettering)including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 25 | Part- B CD Portion:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters including all labour, hire charges of all machinery etc.,complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 26 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters including all labour, hire charges of all machinery etc.,complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 27 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters including all labour, hire charges of all machinery etc.,complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 28 | Earth 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 approved material,includingall labour, hire charges of machinery, lead, lifts, loading, unloading transporting etc.,complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 29 | Providing & laying Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compated by vibration including curing,including cost of all materialsall labour, hire charges of machinery, lead, lifts, loading, unloading transporting etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 30 | Providing & laying Plain/Reinforced Cement Concrete in open foundation complete as per drawing & tecnical pecification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, hirecharges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc.,complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 31 | Supplying, Fitting and Placing un-coated TMT Fe-500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. includingstraightening bar, cutting, bending, hooking binding with approved quality binding wire, after placing in position, tying, lapping and/or welding whereever required ( laps, hooks 7 wastages shall not be measured & paid) incluidng cost of all materials, fabrication charges, all labour, material, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc.,complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 32 | Providing & laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row, including fixing collar with with cement mortar 1:2, but excluding excation, protection works, backfilling, concrte and masonry works in headwall and parapetes, including cost of all materialsall labour, hire charges of machinery, lead, lifts, loading, unloading transporting etc.,complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 33 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, 110 mm dia at 4 kg/sqcm fixing with glue extending through the full width of the structure with slope of 1V :20H towards drawing foce, including cost of all materials curingall labour, material, hire charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. as per drawing and Technical Specifications.complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 34 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification,including cost of all materials, compacted with plate compactor, all labour, material, hire charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. A. Granular material with all leadcomplete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 35 | Painting Two Coats on New Concrete Surfaces: Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including hire of all materials, labour, loading, unloading, lead, lift, transporting etc.,complete as per the direction of the Engineer-In-Charge for successful completion of work. |
AI Tender Summary
Tender Timeline
Oct 04, 2024
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 19, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedOct 19, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 21, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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