Tender For Work Of Widening Of Kali Marg And Surface Improvement, Prayagraj-Uttar Pradesh

Tender For Work Of Widening Of Kali Marg And Surface Improvement; 1 Construction Of Embankment With Approved Material Obtained From Right Of Way With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-2. Excluding Cost Of Gst. 2 Excavation For Roadwork In Soil With Hydraulic Excavator Of 0.9 Cum Bucket Capacity 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 In Near Vicinity. Excluding Cost Of Gst. ( Open Area ) 3 Excavation For Roadwork In Soil With Hydraulic Excavator Of 0.9 Cum Bucket Capacity 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 Within All Lifts And Lead Upto 1000M. Excluding Cost Of Gst. ( Culvert And Drain ) 4 Construction Of Embankment With Approved Materials Deposited At Site From Roadway Cutting And Excavation From Drain And Foundation Of Other Structures Graded And Compacted To Meet Requirement Of Table 300-2. Excluding Cost Of Gst. ( Compaction Only ) 5 Construction Of Granular Sub-Base By Providing Close Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401. Excluding Cost Of Gst. 6 Providing, Laying, Spreading And Compacting Graded Stone Aggregate 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 With Paver In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density. 7 Providing And Applying Primer Coat With Bitumen Emulsion 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. Excluding Cost Of Gst. 8 Providing And Laying Dense Graded Bituminous Macadam With 100 Tph Computerized Hmp Producing An Average Output Of 75 Tonne Per Hour Using Crushed Aggregates Of Specified Grading Premixed With Bituminous Binder @ 4.5 Per Centby Weight Of Total Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher 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. Excluding Cost Of Gst. 9 Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30Kg Per Sqm On The Prepared Granular Surface Cleaned With Mechanical Broom. Excluding Cost Of Gst. 10 Providing And Laying Bituminous Concrete With 100 Tph Computerized Hot Mix Plant Producing An Average Output Of 75 Tonne Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 5.4 Per Centof Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher 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. 509 Complete In All Respects. Excluding Cost Of Gst. 11 Re-Const Of Np-3 Hume Pipe Culvert -600 Mm Dia 12 Providing And Laying Of Zig-Zag Rubber Moulded Interlocking Concret Block Pavement Having Thickness 80 Mm As Per Drawing And Technical Specifiaction Clause 1504 Of Morth Specification. 13 Widening Of Culverts 2.00 M Span 14 Brick Masonry Work In 1:3 In Sub-Structure Complete Excluding Pointing And Plastering, As Per Drawing And Technical Specifications 15 Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 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. Composition Of Thermlo Pastic Material Shall Be As Per Table 800-3 Of Morth Including Cost Of All Material, Labour T&P Etc. Required For Proper Completion Of Work As Per Direction Of E / I. Edgeline. Excluding Cost Of Gst.-Edge Line & Center Line 16 Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of High Intensity Grade Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting , 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing 17 Informatory Sign Board

INR 2000 /-

INR 1108000.0 /-

INR 5.54 Crore /-

Name of Work: Work of widening of Kali Marg and surface improvement

Sl. No.	Item Description
1	Construction of embankment with approved material obtained from Right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Excluding cost of GST.
2	Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 in near vicinity. Excluding cost of GST. (Open Area)
3	Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 within all lifts and lead upto 1000m. Excluding cost of GST. (Culvert and Drain)
4	Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. Excluding cost of GST.(Compaction only)
5	Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Excluding cost of GST.
6	Providing, laying, spreading and compacting graded stone aggregate 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 with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
7	Providing and applying primer coat with bitumen emulsion 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. Excluding cost of GST.
8	Providing and laying dense graded bituminous macadam with 100 TPH computerized HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. Excluding cost of GST.
9	Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared granular surface cleaned with mechanical broom. Excluding cost of GST.
10	Providing and laying bituminous concrete with 100 TPH computerized hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. 509 complete in all respects. Excluding cost of GST.
11	Re-const of Np-3 hume pipe culvert -600 mm dia
12	Providing and Laying of Zig-Zag rubber moulded Interlocking Concret Block Pavement having thickness 80 mm as per drawing and Technical Specifiaction Clause 1504 of MORTH Specification.
13	Widening of Culverts 2.00 m span
14	Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications
15	Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 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. Composition of thermlo pastic material shall be as per table 800-3 of Morth including cost of all material, labour T&P etc. required for proper completion of work as per direction of E/I. EdgeLine. Excluding cost of GST.-Edge Line & Center Line
16	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting , 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
17	Informatory Sign Board