Improvements of D link portion of Gadag city limit Advi Somapur village and Lakkundi village of Gadag District (One Time Improvement)

Amount

Dismantling of flexible pavement and disposal of dismantleed material s up to a lead of 1000meters, stacking serviceable and unserviceable materials seperately including all labour hires charges of all machinories etc as per Direction of Engineer incharge. A. Gadag Bypass-1537.20, B. Adavi Somapur-235.20, C. Lakkundi Village-294.00 = 2066.40

Plant Mix method : A.Construction of Wet Mix Macadam by providing ,laying spreading and compacting of graded stone aggregates as per Table 400-12&13, mixing with wet mix plant of 75 Tonnes capacity at OMC, carraige of Mix materials to work at site to tipper paver, laid over a previously prepared surface using 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 edge of WMM layer cost of materials, labour hire charges of machinory lighting , Gaurding barricading, maintenance of diversion roads loading & unloading all lead & lift etc. complete with lead of mixed material as per Direction of Engineer incharge.A. Gadag Bypass-2040.64, B. Adavi Somapur-294, C. Lakkundi Village-367.50=2702.14

Prime Coat :Providing and applying primer coat with slow setting (SS-1) emulsion complying with IS 8887 of approved quantity and make on prepared surface of granular base such as WMM, WBM including cleaning of road surface by Mechanical Broom & dusting by air compressor and spraying using Bitumen pressure distributor at the rate os per Table 500-1, including cost of all materials, labour hire charges of machinery, loading , unloading etc. as per Direction of Engineer incharge. A. Gadag Bypass-13604.22, B. Adavi Somapur-1960, C. Lakkundi Village-2450 = 18014.22

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 509, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 , including cost of all materials, labour, hire charges of machinory, lead ,lift,loading, unloading stacking, transportation etc., as per Direction of Engineer incharge.A. Gadag Bypass-1770.85, B. Adavi Somapur-3556, C. Lakkundi Village-6300 = 11626.85

Tack Coat: Providing and applying Tack coat as per Table 500-5 onprepared surface using Rapid Setting Bituminous (RS-1) Emulsion complying with IS 8887 of approved quantity and make including cleaning of road surface by Mechanical Broom & dusting by air compressor and spraying using Bitumen pressure distributor including cost of all materials, labour hire charges of machinery, loading , unloading etc. complete except lead of emulsion.Using Rapid setting Bituminous Emulsion RS-1 B on Granular surface treated with primer as per Direction of Engineer incharge. A. Gadag Bypass-12810, B. Adavi Somapur-8890, C. Lakkundi Village-15750 = 37450

Dense Grade Bituminous Macadam: Providing and laying of Dense Graded Bituminous Macadam using crushed aggregats as per table 500-8,9,10 of specified graded aggregates and filler( Stone dust/Cement) 2% by weight of aggregates premixed with bituminous binder 60/70 grade(VG-30) in Batch/ Hot mixed plant, loading of aggregates with F.E loader, transported to site in tipper to paver, laid over a previously prepared surface with paver finisher to the required grade, level, alignment, rolling with smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 & 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinory , lead lifts, loading,unloading, stacking transporting etc. complete, except lead for bitumen and with a lead of mixed material up to 1 Km excluding cost of primer/tack coat.(Compacted thickness A. Using 100-120 TPH Batch mix plant and paver finisher Hydrostatic with sensor control A1 Using Stone dust as filler materi @ 2% weight of aggregates. Grade-II 4.5% Bitumen (VG-30) (a) Using Bitumen 60/70 Grade (VG-30) as per Direction of Engineer incharge. A. Gadag Bypass-768.60, B. Adavi Somapur-651, C. Lakkundi Village-1092 = 2511.60

Tack Coat: Providing and applying Tack coat as per Table 500-5 onprepared surface using Rapid Setting Bituminous (RS-1) Emulsion complying with IS 8887 of approved quantity and make including cleaning of road surface by Mechanical Broom & dusting by air compressor and spraying using Bitumen pressure distributor including cost of all materials, labour hire charges of machinery, loading , unloading etc. complete except lead of emulsion.Using Rapid setting Bituminous Emulsion RS-1 B on Granular surface treated with primer as per Direction of Engineer incharge. A. Gadag Bypass-101610, B. Adavi Somapur-0, C. Lakkundi Village-0 = 101610

Bituminous Concret: Providing and laying of Bituminous Concrete using crushed aggregats as per table 500-16,17 of specified graded aggregates and filler( Stone dust/Cement) @ 2% by weight of aggregates premixed with bituminous binder in Batch/ Hot mixed plant, loading of aggregates with F.E loader, transported to site in tipper to paver, laid over a previously prepared surface with paver finisher to the required grade, level, alignment, rolling with smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 & 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinory , lead lifts, loading,unloading, stacking transporting etc. complete, except lead for bitumen and with a lead of mixed material primer/tack coat.(Compacted thickness) Using 100-120 TPH Batch mix plant and paver finisher Hydrostatic with sensor control. A1 Using Stone dust as filler materi @ 2% weight of aggregates Grade 2, with 5.4% Bitumen ,40mm compacted thickness, (a) Using Bitumen 60/70 Grade (VG-30) as per Direction of Engineer incharge. A. Gadag Bypass-4064.40, B. Adavi Somapur-434, C. Lakkundi Village-728 = 5226.40

Construction of Subgrade and Earthen shoulders Construction of Subgrade and Earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading grading to required slope and compacted to meet requirement of table No. 300-2 in layers not exceeding 250 mm thick and compacting it by meachanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finished surface to the required camber, grade and coss section etc..spreading by Dozer, grading by motor grader. consolidation by vibration road roller incuding all leads, all lifts, loading, unloading ,all labour, hire charge of all machinery etc. complete. as per Direction of Engineer incharge. A. Gadag Bypass-3902.40, B. Adavi Somapur-788, C. Lakkundi Village-1250 = 5940.40

Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resings and glass reflcetorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of 5kg/sqmtr of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250gms/sqmtr allowing cooling to ambient pavement temperatutre, that shall produce an adherent pavement marking of minimum specified thickness of 2.5mm including barricading for traffic diversion as per IRC:35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion, traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete. as per Direction of Engineer incharge. A. Gadag Bypass-11292, B. Adavi Somapur-1650.33, C. Lakkundi Village-2035.33 = 14977.66

Road Studs with Lense Reflector Providing and fixing of road stud 100x100mm dia cast in aluminium, resistant to corosive effect of salt and grit, fitted with lense reflector, installed in concret or asphaltic surface by drilling hole 30mm up to a depth of 60mm and bedded in suitable bituminous grout or epoxy mortar , all as per BS873 part 4:1973 including cost of allmaterials, labour loading, unloading leads, lift transporting etc. complete as per Direction of Engineer incharge. A. Gadag Bypass-1469, B. Adavi Somapur-1110, C. Lakkundi Village-1530 = 4109.00

Retro-Reflectorized Traffic Signs Providing and fixing of retro-reflectorised cautionary , mandatory and informatory sign as per IRC:67-2001 made of high intensity grade micro prismatic HIP type IV/IX Sheeting, fixed over aluminium sheeting, 2mm thick with firmaly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45X45X60 cm, 60 cm below ground level as per approved drawings. The item includes earthwork excavation, cement concrete M15 Grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per the clause including curing cost of all materials, labour loading, unloading ,lead ,lift transportation etc. complete. Supporting on a Class B GI pipe 80mm dia, 3.5 Mtr. Long Type IV Sheeting as per Direction of Engineer incharge. (i) 90 cm equalateral Trangle (A) Gadag Bypass-34, B. Adavi Somapur-13, C. Lakkundi Village 22= 55

(i) 90 cm equalateral Trangle (A) Gadag Bypass-34, B. Adavi Somapur-13, C. Lakkundi Village 22= 69

(ii) 60cm Circular (A) Gadag Bypass-30, B. Adavi Somapur-4, C. Lakkundi Village 5= 39

(iii) 60cmX45cm rectangular (A) Gadag Bypass-5, B. Adavi Somapur-7, C. Lakkundi Village 9= 21

(iv) 90 cm high Octagonal (A) Gadag Bypass-12, B. Adavi Somapur-2, C. Lakkundi Village- 4= 18

Direction and Place Identification Signs up to 0.9 sqm. Size board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67-2001 made of high intensity grade micro prismatic HIP type IV Sheeting, fixed over aluminium sheeting, 2mm thick with area not exceeding o.9 sqm. Firmaly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45X45X60 cm, 60 cm below ground level as per approved drawings. The ite includes earthwork excavation, cement concrete M15 Grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per the clause including curing cost of all materials, labour loading, unloading ,lead ,lift transportation etc. complete. Supporting on a Class B GI pipe 80mm dia, 3.5 Mtr. Long as per Direction of Engineer incharge. A. Gadag Bypass-3.60, B. Adavi Somapur-3.60, C. Lakkundi Village-3.60 = 10.80

Project display Board of size 1.8x1.6m and 2.80 from gorund level: Providing and errecting project display board of size 1.80 vertical x 1.60Horizontal made of cold rolled coil sheet 16 guage (1.6mm thickness) sheeting strenthened 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 oxied and black paint by sprayer on both sides of the board and MS iron frame works, back ground of the facing side of the board painted in traffic yellow, project information written in English/kannada/Hindi painting letters and numerals in balck, fixed on a mild angle iron post 75x75x6mm, 2 Nos firmly fixed to the ground by means properly designed foundation with M-15 grade cement concreate 45cms X 45cmsX 60cms, 60cms below ground level & the Board 2.80mtr from ground level (2Nos of 3.80 mtrs over all length each ) as per approved Drawing including necessary cost of letterings, labour, higher Charges of machinerries, transportation loading & un loding etc . as per Direction of Engineer incharge. A. Gadag Bypass-2, B. Adavi Somapur-2, C. Lakkundi Village-2 = 6

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. as per Direction of Engineer incharge. A. Gadag Bypass-4082.72, B. Adavi Somapur-0, C. Lakkundi Village-0 = 4082.72

IBHA CONSTRUCTIONS PVT LTD

S S POLICE PATIL AND COMPANY

Bidder Name

S S POLICE PATIL AND COMPANY

IBHA CONSTRUCTIONS PVT LTD

MS N B HIREMATH