Tender For Special Repair Of Bangermau-Sandila Road To Bhatauli Link Road, unnao-Uttar Pradesh

Tender For Special Repair Of Bangermau-Sandila Road To Bhatauli Link Road; 1 Providing , Laying , Spreading And Compacting Stone Aggregates Of 53-22.4 Mm Size To Water Bound Macadam Specification Including Spreading In Uniform Thickness , Hand Packing , Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber , Applying And Brooming , Stonescreening, Binding Materials To Fill Up Theinterstices Of Coarse Aggregate , Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. 2 Construction Of Subgrade And Earthen Shoulders Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clauses 301.5. ( Including Labour Cessand Excluding G.S.T. ) 3 Providing And Applying Tack Coat With Bitumen V.G._10 Using Bitumin Pressure Distributor At The Rate Of 0.35 Kg Per Sqm On The Preparedsurface Cleaned With Hydraulic Broom . ( Encluding Labour Cess And Excluding G.S.T. ) 4 Providinglaying & Rolling Of Open Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line , Grade And Level To Serve As Wearing Course On A Previously Prepared Base Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity Finished To Required Level And Grades To Be Followed By Seal Coat . ( Encluding Labour Cess And Excluding G.S.T. ) 5 Providing And Laying Seal Coat C Type Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall . ( Encluding Labour Cess And Excluding G.S.T. ) 6 Excavation In Soil Using Hydraulic Excavator And Tippers With Disposal Upto 1000 M Excavation For Roadwork In Soil With Hydraulicexcavator Of 0.9 Cum Bucket Capacity Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance Withrequirements Of Lines, Grades And Crosssections, And Transporting To The Embankment Location With A Lift Upto 1.5 M And Lead Upto1000 M As Per Technical Specification Clause302.3 ( Including Labour Cessand Excluding G.S.T. ) 7 Providing And Laying Cement Concrete 1:4:8 ( 1 Cement, 4 Fine Sand, 8 Graded Brick Aggregate 40 Mm. Nominal Size ) Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work And Curing Complete Also Including Cost Of Form Work In Foundation & Floors.. ( Including Labour Cessand Excluding G.S.T. ) 8 Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Iii. P.C.C. Grade M 20 ( I ) Nominal Mix ( 1:2:4 ) ( Including Labour Cessand Excluding G.S.T. ) 9 Brick Masonry Work In Cement Mortar In Foundation Complete Excluding Pointing And Plastering As Per Drawing And Technical Specifications Clauses 600, 1202 & 1203 Ii. Brick Masonry In 1:4 Cement Mortar. ( Including Labour Cessand Excluding G.S.T. ) 10 15 Mm. Thick Plaster With Cement And Fine Sand Of 1.25 F.M. Mortar In 1:4 ( Including Labour Cessand Excluding G.S.T. ) 11 Constructionof Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plaincementconcretepavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M 30 ( Grade ) , Coarse And Fine Aggregates Conforming To Is: 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork ( Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing ) , Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge / Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, Curing Compound ( Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501. ( Encluding Labour Cess And Excluding G.S.T. )

INR 914 /-

INR 320000.0 /-

INR 32 Lakhs /-

Name of Work:Special Repair Of Bangermau-Sandila Road to Bhatauli Link Road

Sl. No.	Item Description
1	Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stonescreening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density grading 2 as per Technical Specification clause 405.
2	Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification clauses 301.5.(Including Labour CessAnd Excluding G.S.T.)
3	Providing and applying tack coat with Bitumen V.G._10 using Bitumin pressure distributor at the rate of 0.35 kg per sqm on the preparedsurface cleaned with hydraulic broom .( Encluding Labour Cess And Excluding G.S.T.)
4	Providinglaying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat .( Encluding Labour Cess And Excluding G.S.T.)
5	Providing and laying seal coat "C" Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .( Encluding Labour Cess And Excluding G.S.T.)
6	Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 crosssections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3(Including Labour CessAnd Excluding G.S.T.)
7	Providing and laying cement concrete 1:4:8 (1 Cement, 4 fine sand, 8 graded brick aggregate 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete also including cost of form work in foundation & floors..(Including Labour CessAnd Excluding G.S.T.)
8	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)(Including Labour CessAnd Excluding G.S.T.)
9	Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 II. Brick masonry in 1:4 cement mortar.(Including Labour CessAnd Excluding G.S.T.)
10	15 mm. thick plaster with cement and fine sand of 1.25 F.M. mortar in 1:4(Including Labour CessAnd Excluding G.S.T.)
11	Constructionof un-reinforced, dowel jointed at expansion and construction joint only, plaincementconcretepavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS: 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.( Encluding Labour Cess And Excluding G.S.T.)