Tender For Resurfacing Of Road Connecting Madivala To Jigani Via Attibele Balagaranahalli Adigondahalli From Km 0 00 To Km 10 50 In Anekal Taluk Job No Crif Knt 2023 24 248
Tender Value
4.84 Crore
Estimated cost
Bid Submission
10 Oct 2024
0 days left
EMD
7.27 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
jigani → Karnataka
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Resurfacing Of Road Connecting Madivala To Jigani Via Attibele Balagaranahalli Adigondahalli From Km 0 00 To Km 10 50 In Anekal Taluk Job No Crif Knt 2023 24 248
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 18-Sep-2024 | Extension of time for submission of Tender | Date | 10-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,including removal and disposal of top organic soil not exceeding 150 mm in thickness.including all lifts and lead,loading and unloading chargres , cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc. complete as per specificationand as per the direction of the Engineer-In-Charge for successful completion of work.ii) (A) By Mechanical Means in Light Jungle. |
| 2 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified materialincluding all lifts and lead,loading and unloading chargres , Cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc. complete as per specificationand as per the direction of the Engineer-In-Charge for successful completion of work.By Mechanical Means using Hydraulic excavator. |
| 3 | 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 lifts and lead,loading and unloading chargres , cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. by Mechanical means |
| 4 | Construction of embankement with approved material obtained from borrow pits laid in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, consolidation byroller to the desired field density not less than 95% of maximum dry density includingall lifts and lead,loading and unloading chargres , cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc. complete as per table 300-2.complete as per specification and 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, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, including all lifts and lead,loading and unloading chargres , hire charges of all machineries, materialswith all other incidental charges etc. completewith lead of mixed material as per specificationand as per the direction of the Engineer-In-Charge for successful completion of work(Compacted thickness). Grading-II Material(Close graded).As per Job Mix. |
| 6 | 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 layersin sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% includingprotection 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, lifts etc. complete as per specification and as per the direction of the Engineer-In-Charge for successfull completion of work(compacted thickness). Laying using grader As per job mix. |
| 7 | Providing and applying primer coat with SS1bitumen emulsion complying IS-8887on 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 all lifts and lead,loading and unloading chargres, cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc. complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 8 | Providing and applying tack coat with VG 10 grade bitumenusing bitumenpressure 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 all lifts and lead,loading and unloading chargres , Cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc. complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work.Tack coat on Granular Surface. |
| 9 | Providing and applying tack coat with VG-10 grade bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom, & dusting by air compressor and spraying includingall lifts and lead,loading and unloading chargres, cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. Tack coat on Bituminous surface. |
| 10 | 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 4.5 per cent by weight of total mix and filler, 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 respectsincluding all lifts and lead,loading and unloading chargres , cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc. complete as per specification and as per the direction of the Engineer-In-Chief for successful completion of work. 50mm compacted thickness. Dense Graded Bituminous Macadam Grading-II. As per job mix NOTE: Protection of Dense Graded Bituminous Macadamlayer is as per Clause 504.5 of MoRT&H specfification for roads and Bridge work Vth revision. |
| 11 | 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 grade 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 all lifts and lead,loading and unloading chargres , Stacking transporting, cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc. complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work.30 mm compacted thickness. Bituminous Concrete Grading -II. As per job mix |
| 12 | Construction of Dry lean Cement Concrete Sub- base over a prepared sub-grade with coarse and fine aggregateas per table 600-1 conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curingto the required grade, level and alignment, finishing neatly,curingincluding all lifts and lead,loading and unloading chargres,stacking, cost of material & labour charges,hire charges of all machineries, materialswith all other incidental charges etc. complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work(Compacted thickness). As per Job mix |
| 13 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement at 400 kg/Cum,coarse and fine aggregate conforming to IS 383, coarse aggregate as per table 600-3, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades and alignment as per drawing,chairs to dowel bars ,textured with texturing machine, finishing and curingincluding all lifts and lead,loading and unloading chargres , cost of material & labour charges, Stacking,transporting,hire charges of all machineries, materialswith all other incidental charges etc. complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work (Compacted thickness). |
| 14 | 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,including all lifts and lead,loading and unloading chargres , Cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.Road marking with hot applied Thermoplastic compound with Relectorising Glass Beads on Bituminous Surface - 2.5 mm thick |
| 15 | Supplying of Solar Raised Pavement Markers(Solar Stud)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, including all lifts and lead,loading and unloading chargres , cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 16 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-C Type XI 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,including all lifts and lead,loading and unloading charges , cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc. complete as per specificationand as per the direction of the Engineer-In-Charge for successful completion of work. |
| 17 | a) 90cm equilateral triangle |
| 18 | b) 60cm equilateral triangle |
| 19 | c) 60cm circular |
| 20 | d) 80cm *60 cm rectangular |
| 21 | Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., including all lifts and lead,loading and unloading charges , cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc., complete as per specificationand as per the direction of the Engineer-In-Charge for successful completion of work., complete. |
| 22 | a) Ordinary kilometer stone(Precast) |
| 23 | b)Hectometer stone(Precast) |
| 24 | 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 ofmaximum dry density and finish the surface to the required camber, grade and cross section etc., spreading, grading by motor grador,consolidation by rollerincluding all lifts and lead,loading and unloading charges , cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc., complete as per specificationand as per the direction of the Engineer-In-Charge for successful completion of work(New road formation) |
| 25 | Providing and erecting Project Display Board of size 1.80 verticalx1.60M Horizontaland 2.8M from ground level made of Cold Rolled Coil Sheet 16 Guage (1.6mm thickness) sheeting strenghtened 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 includingall lifts and lead,loading and unloading charges , cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc. complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 26 | Earth workin excavationof foundationof structure as per drawing & technical spcfication, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material ,includingall lifts and lead,loading and unloading charges , cost of material & labour charges, usage charges of all machineries, with all other incidental charges etc., complete as per specifcationand as per the direction of the Engineer-In-Charge for successful completion of work . In Ordinary Soil - Mechanical means (Depth upto 3 m) |
| 27 | 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,includingall lifts and lead,loading and unloading chargres , Cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 28 | Providing & laying Plain/Reinforced Cement Concrete in open foundation complete as per drawing & technicalspecification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, usage charges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc. complete as per specification and as per the direction of the Engineer in charge for successful completion of work. (excluding cost of steel and fabrication charges)PCC Grade M20 using batching plant transit mixer & Concrete pump.As per design mix |
| 29 | Providing & laying Plain/Reinforced Cement Concrete in open foundation complete as per drawing & technicalspecification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, usage charges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc. complete as per specification and as per the direction of the Engineer in charge for successful completion of work. (excluding cost of steel and fabrication charges) PCC Grade M25 using batching plant transit mixer & Concrete pump. As per design mix |
| 30 | 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& wastages shall not be measured & paid) incluidng cost of all all lifts and lead,loading and unloading charges , cost of material & labour charges, hire charges of all machineries with all other incidental charges etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 31 | 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 force, including all lifts and lead,loading and unloading charges , cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. As per drawing and Technical Specifications. |
| 32 | Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including all lifts and lead,loading and unloading chargres , Cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 33 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge.including all lifts and lead,loading and unloading chargres , Cost of material & labour charges, hire charges of all machineries, materialswith all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
AI Tender Summary
Tender Timeline
Sep 18, 2024
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 10, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedOct 10, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 14, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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