Improvements to Kaggalipura town from Km 452 500 to Km 456 750 on NH 209 on Dindigal Bengaluru section under one time improvement from NHAI for the year 2023 24

Amount

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 including all labour, hire charges of all machineries etc., complete. including cost of all materials, lead, loading, unloading with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.-By Mechanical Means In area of light jungle

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 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., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. (New road formation)

Providing and applying Tack Coat with VG 10 grade paving bitumen Bitumen Pressure Distributor at the rate 0.20 Kg/Sqm on the prepared bituminous surface cleaned mechanical broom nd dusting air compressor and spraying including all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type hot mix plat using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG 40 grade paving bitumen as per clause 504.3.1 complying with IS 73-2013 of specified grading, premixed with bituminous binder at 4.50% by weight of total mix and filler, transporting the hot mix at work site,laying with Hydraustatic Paver Finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled, vibratory and tandem roller, to achieve the desired compaction as per MORTH specification clause no.507, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, with all lead for mixed material and all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work . 50mm compacted thickness (Grading-2) with minimum of 4.50% Bitumen.(As per Job Mix)

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 all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, except lead for bitumen,- with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work. 30-40 mm compacted thickness.

Construction of Dry lean Cement Concrete Sub- base over a prepared sub-grade with coarse and fine aggregate as 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 curing to the required grade, level and alignment, including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work .

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 as per drawing, to the required grade, level and alignment,textured with texturing machine, finishing and curing including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work .

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, with all other incidental charges etc., and as per the direction of the Engineer-In-Charge for successful completion of work .

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 tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl 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 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.

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 curing, cost of all materials, labour, loading, unloading, lead, lift, transporting etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

90 cm equilateral triangle

60 cm equilateral triangle

60 cm Circular

80 cm x 60 cm rectangular

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., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- Ordinary KM 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., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work 200 m stone (precast)

Provision of an Reinforced cement concrete new jersey crash barrier at the medians, constructed with Reinforced Cement Concrete with TMT - Fe 500 reinforcement conforming to MoRT&H Specification and as per details given IRC -119 (Fig.-26) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc., as per approved drawing and at locations directed by the Engineer, all as specified. (Area-0.261 Sqm. /Meter, Double Face) including earthwork, Cement concrete, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete, with all other incidental charges etc., and as per the direction of the Engineer-In-Charge for successful completion of work .

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, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc. complete with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 as per drawing, form work, curing including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading transporting etc., complete. Using concrete Batching and Mixing plant . complete with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work. PCC M15 for kerb base

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 as per drawing, form work, curing including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading transporting etc., complete. Using concrete Batching and Mixing plant . complete with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work. PCC M20 for kerb insitu

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.

Providing and fixing Project Display Board of size 1.80 vertical x 1.60 mtrs. Horizontal made of cold rolled coil 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 framworks, 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 x 45x 60cm, 60cm below ground level and the board 2.8m from ground level as per approved drawing including cost all materials, labour, hire charges of machenery, lead, lift, loading, unloading, curing backfilling, transporting etc., complete. (excluding cost of lettering) including cost of all labour, usage charges of machinery,lead, lift, loading, unloading, transportation etc.,with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

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, including all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work Ordinary soil - Mechanical Means (Depth upto 3 m)

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 materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete. with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.

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, usage charges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc., complete. including cost of all materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete. with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.-RCC Grade M20 using batching plant transit mixer & concrete pump

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, usage charges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc., complete with all other incidental charges etc., complete 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

Supplying, Fitting and Placing un-coated TMT Fe-500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. including straightening bar, cutting, bending, hooking binding with approved quality binding wire, after placing in position, tying, lapping and/or welding whereever required incluidng cost of all materials, fabrication charges, all labour, material, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc., complete with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.

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, lifts etc. complete with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.Grading-II Material (Close graded)

Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-11, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper to paver, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment, compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work Using Motor Grader.

Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc complete with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.

Providing and fixing bus shelder including cost of all materials, labour, hire charges of machinery, lead, loading, unloading with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.

Providing and fixing LED street light including cost of all materials, labour, hire charges of machinery, lead, loading, unloading with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.

SRI MARUTHI CONSTRUCTIONS

PROFESSIONAL GLOBAL INFRASTRUCTURES PVT LTD

SRI CHOWDESHWARI CONCRETE INDIA PRIVATE LIMITED

Arvind BG

Bidder Name

PROFESSIONAL GLOBAL INFRASTRUCTURES PVT LTD

SRI MARUTHI CONSTRUCTIONS

Arvind BG

SRI CHOWDESHWARI CONCRETE INDIA PRIVATE LIMITED

Ganapathi Stone Crushers Pvt Ltd