Tender For Special Repair Of Gram Sabha Narkataha Tola Burheli To Chotka Narkataha Harijan Basti To Narkataha Khas And Baghonamukhiya Path To Pasi Tola Link Road (Lot 1-30), maharajganj-Uttar Pradesh

Special Repair Of Gram Sabha Narkataha Tola Burheli To Chotka Narkataha Harijan Basti To Narkataha Khas And Baghonamukhiya Path To Pasi Tola Link Road ( Lot 1-30 ) ; 1 Wbm Grading 3 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes 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 Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. ( A ) By Manual Means As Per Mord S.No. 4.7 ( 3 ) ( A ) ( Excluding Cost Of Gst And Including Cost Of Labour Cess ) 2 Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Distributor At The Rate Of 0.30Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. ( Excluding Cost Of Gst And Including Cost Of Labour Cess ) 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 Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. Case - I By Manual Means ( I ) Bitumen ( S-90 ) ( Excluding Cost Of Gst And Including Cost Of Labour Cess ) 4 Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510 A. By Manual Means Case - Iii : Type C ( I ) Bitumen ( S-90 ) ( Excluding Cost Of Gst And Including Cost Of Labour Cess ) 5 Cement Concrete Pavement Construction Of Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, 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 As A Rate Of 350Kg / Per Cum For Concrete 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, Sealant, Dowel Bars, Near Approaches To Bridge / Culvert And Construction Joints, 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 1501As Per Mord S.No. 6.4 ( Excluding Cost Of Gst And Including Cost Of Labour Cess )

INR 944 /-

INR 347000.0 /-

INR 34.70 Lakhs /-

Name of Work : Special repair of Gram sabha Narkataha tola burheli to chotka Narkataha harijan basti to Narkataha Khas and BaghaunaMukya road to Pasi tola link road (Lot 1-30)

Sl. No.	Item Description
1	WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes 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 aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means As per Mord S.No. 4.7 (3) (A) (Excluding Cost of GST and including cost of Labour Cess)
2	Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Excluding Cost of GST and including cost of Labour Cess)
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 of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (I) Bitumen (S-90) (Excluding Cost of GST and including cost of Labour Cess)
4	Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case - III : Type C (I) Bitumen (S-90) (Excluding Cost of GST and including cost of Labour Cess)
5	Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 as a rate of 350kg/per cum for concrete 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, sealant, dowel bars, near approaches to bridge/culvert and construction joints, 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 1501As per Mord S.No. 6.4 (Excluding Cost of GST and including cost of Labour Cess)