Tender For Special Repair Work Of Sankara Ismailpur To Kanchanpur Road., aligarh-Uttar Pradesh

Tender For Special Repair Work Of Sankara Ismailpur To Kanchanpur Road. ; 1 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes ( 22.4 To 53 Mm ) 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, Stone Screening To Fill-Up The Interstices Of Coarse Aggregates, Watering And Compacting To The Required Density Grading 3 As Per Technical Clause 405 ( 3 ) & Including Cost Of All Material, Labour, T&P, Labour Cess And All Other Taxes But Excluding G.S.T. 2 Providing And Applying Tack Coat With Bitumen Vg-10Using Bitumen Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Dry And Hungry Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503 & Including Cost Of All Material, Labour, T&P, Labour Cess And All Other Taxes But Excluding G.S.T. ( Including Cost Of Bitumen ) 3 Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm 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 Oftype-C As Per Technical Specification Clause 508. & Including Cost Of All Material, Labour, T&P, Labour Cess And All Other Taxes But Excluding G.S.T. ( Including Cost Of Bitumen ) 4 Providing, Laying Seal Coat Sealing The Voids In A Bitumenious Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C As Per Technical Specification Clause 510. & Including Cost Of All Material, Labour, T&P, Labour Cess And All Other Taxes But Excluding G.S.T. ( Including Cost Of Bitumen ) 5 Cement Concrete Pavement Construction Of Un-Reinforced, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 ( 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, Admixtures As Approved, Curing Of Concrete Slabs For 14- Days, Using Curing Compound ( Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501& Including Cost Of All Material, Labour, T&P, Labour Cess And All Other Taxes But Excluding G.S.T. 6 Construction Of Embankment With Material Obtained From Borrow Pits Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5& Including Cost Of All Material, Labour, T&P, Labour Cess And All Other Taxes But Excluding G.S.T. ( Carted Earth ) 7 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 As Per Technical Specification Clause 303.1.& Including Cost Of All Material, Labour, T&P, Labour Cess And All Other Taxes But Excluding G.S.T. ( Local Earth )

INR 854 /-

INR 137000.0 /-

INR 13.70 Lakhs /-

Name of Work :Special Repair work of Sankara Ismailpur to Kanchanpur Marg

Sl. No.	Item Description
1	Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4 to 53 mm) 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, stone screening to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 3 as per Technical Clause 405(3) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.
2	Providing and applying Tack coat with bitumen VG-10using bitumen distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Including cost of Bitumen)
3	Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm 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 ofType-C as per Technical Specification Clause 508. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.(Including cost of Bitumen)
4	Providing, laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type "C" as per Technical Specification Clause 510. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.(Including cost of Bitumen)
5	Cement Concrete Pavement Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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, admixtures as approved, curing of concrete slabs for 14- days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.
6	Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Carted Earth)
7	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 as per Technical Specification Clause 303.1.& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Local Earth)