Tender For Special Repair Work Of Pbmb To Birval Road In Distt-Mathura, mathura-Uttar Pradesh

Tender For Special Repair Work Of Pbmb To Birval Road In Distt-Mathura; 1 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. 2 Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Distributor At The Rate Of 0.30-0.40 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. ( Rates Are 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 Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. Case - Ii By Mechanical Means ( Rates Are Including Cost Of Bitumen ) 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 ( Rates Are Including Cost Of Bitumen ) 5 Construction Of Un-Reinforced, Plain Cement Concrete Avement Thickness As Per Disign, Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type As Per Clause 1501.22 M-30 ( Grade ) , Coarse And Fine Aggregate 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, Expansion, Construction And 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 Compund ( Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501. 6 Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Including 1.5 M Lift And 30M Lead. The Earth In Form Of Cutting ( B ) To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge. 7 Excavation In Foundation In Ordinary Soil ( Loam, Clay Or Sand ) Including Lift Upto 1.50 M And Lead Upto 30M And Including Filling Watering And Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer In-Charge Upto A Distance Of 30M From The Foundation Trenches. As Per Dsr.No. 4.1.1 8 Class-150 ( Non Modular ) Brick Work In 1:4 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. As Per Si.No / Dsr-6.1.1, Ch.-06 9 12Mm Cement Plaster With Cement Mortar In Proportion Of 1:4 Cement & Coarse Sandofsingle Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. In Girth And Finished Even And Smooth. As Per Si / Dsr No.13.4.1, Ch.No.-13 10 Providing And Laying Cement Concrete In 1:4:8 ( 1 Cement : 4 Coarsesand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) And Curing Complete, Including Cost Of Form Work. In Foundation And Floors. As Per Si.No / Dsr-4.1.8, Ch. No.-05 11 Marble / Stone Tiles ( D ) Black Granite ( Polished ) In Big Slab 20Mm Thick As Per Si.No.-16 ( D )

INR 860 /-

INR 240000.0 /-

INR 24 Lakhs /-

Name of Work :- Special repair Work of PBMB to Birval road in Distt-Mathura

Sl. No.	Item Description
1	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.
2	Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30-0.40 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Rates are 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 of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means (Rates are including cost of Bitumen)
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 (Rates are including cost of Bitumen)
5	Construction of un-reinforced, plain cement concrete avement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.22 M-30 (Grade), coarse and fine aggregate 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, expansion, construction and 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 compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501.
6	Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge.
7	Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. as per DSR.no. 4.1.1
8	Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in Foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. as per SI.No/DSR-6.1.1, CH.-06
9	12mm Cement plaster with cement mortar in proportion of 1:4 cement & Coarse sandofsingle coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. as per SI/DSR No.13.4.1, Ch.No.-13
10	Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarsesand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. as per SI.No/DSR-4.1.8, Ch. No.-05
11	MARBLE/STONE TILES (D) Black granite (Polished) in big slab 20mm thick as per SI.No.-16 (d)