Tender For New Construction Of Villagae Pimoda To Malikpura Zero To Painting Under Ridf. 1 Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader/Tractor Mounted Appropriate Equipment On Prepa, muzaffarnagar-Uttar Pradesh

Tender For New Construction Of Villagae Pimoda To Malikpura Zero To Painting Under Ridf. 1 Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader / Tractor Mounted Appropriate Equipment On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specificatin Clause 401. ( For Grading I Material ) . Excluding Gst 2 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Sub-Base / Base ( Wbm Grading 2 ) Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405 ( By Manual Means ) Exluding Gst 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 Three Wheel Roller 80-100 Kn Static Roller 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. By Manual Means Exluding Gst. 4 Brick Lining On Both Side Of The Road Of M-150 Bricks 7 Cm. Wide. 11 Cm. Deep, Laid With Mud Mortar Including Labour & Supplyof Bricks Finished To The Required Template And In Proper Alignment And Also Including Dressing And Ramming The Excavated Earth As Directed By The Engineer-In-Charge. As Per Si No 765Excluding Gst 5 Providing And Applying Primer Coat With Bitumen Emulsion ( Ss-1 ) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.60 Kg / Sqm Using Mechanical Means As Per Technical Specification Clause 502 Excluding Gst 6 Providing And Applying Tack Coat With Bitumen Vg-10 Gradeusing Bitumen Pressure Distributor At The Rate Of 0.35 Kg Per Sqm On The Prepared Primed Surfaces Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. Exluding Gst 7 Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Using Vg-10 Grade Bitumenbitumen To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base By Manual Mord Specifications 508. Exluding Gst 8 Providing And Laying Seal Coat By Manual Means With Vg-10 Grade Bitumen Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C As Per Technical Specification Clause 510Exluding Gst 9 ( A ) Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In Theform Of Regular Pits Not Exceeding 0.50 M. In Depth And Earth Work In Embankment To Be In 20 Cm. Layers Including Remmingand Dressing The Surface To Required Levels And Slopes And Also Including 1.50 M. Liftand 30 M. Lead. The Earth From Cutting To Be Used In Making Embankment Or To Be Deposited As Spoil Banks With-In 30 M. Distance As Directed By The Engineerincharge. ( Royality Removed By Govt. ) For Small Works / Abadi Area. ( Where Machine Can Not Move ) Sor Ch-4 Si No-253 Excluding Gst 10 Excavation In Foundation In Ordinary Soil ( Loam, Clay Or Sand ) Including Lift Upto 1.50 M. And Lead Upto 30 M. 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 30 M. From The Foundation Trenches. ( Where Machine Can Not Move ) Si No 251A Excluding Gst 11 Cement Concrete With 4 Cm Gauge Approved Stone Grit, Coarse Sand & Cement In The Proportion Of 6:3:1 Including Supply Of All Materials, Labour, Tools & Plants Etc. Required For Proper Completion Of The Work. . Exluding Gst ( S.I. No. 281 ) 12 M-150 Brick Work In 1:3 ( One Cement & Three Coarse Sand ) Mortar In Foundation And Plinth Including Supply Of All Materials Labour, Tools & Plants Etc. Required For Proper Completion Of The Work . Exluding Gst .Item No. 307 13 Struck Pointing With Cement Mortar Consisting Of 1 Part Cement And 2 Parts Of Coarsesand Of 1.25 Fineness Modulus.As Per Technical Specifications. Exluding Gst .Item No. 574. 14 Providing And Laying 600 Mm Dia Rcc Np-3 H.P.For Culverts On First Class Bedding Of Granularmaterial In Single Row Includingfixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1106.

INR 2714 /-

INR 545000.0 /-

INR 69 Lakhs /-

Name of Work: New Construction of Villagae Pimoda to MalikpuraZero to paintng under RIDF.

Sl. No.	Item Description
1	Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401.(For Grading I Material). Excluding GST
2	Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Sub-base/Base (WBM Grading 2) specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 (By Manual Means") Exluding GST
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 three wheel roller 80-100 kN static roller 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. By Manual Means Exluding GST.
4	Brick lining on both side of the road of M-150 bricks 7 cm. wide. 11 cm. deep, laid with mud mortar including labour & supplyof bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge. As Per SI No 765Excluding GST
5	Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 Excluding GST
6	Providing and applying tack coat with Bitumen VG-10 gradeusing Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared Primed surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503. Exluding GST
7	Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 Grade Bitumenbitumen to required line, grade and level to serve as wearing course on a previously prepared base by manual MORD Specifications 508. Exluding GST
8	Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510Exluding GST
9	(a) Earth work in cutting or in embankment in ordinary soil excavation to be in theform of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remmingand dressing the surface to required levels and slopes and also including 1.50 M. liftand 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineerincharge.(Royality removed by Govt. ) for small works/ Abadi area. (where machine can not move ) SOR Ch-4 SI No-253 Excluding GST
10	Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. 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 30 M. from the foundation trenches. (where machine can not move ) SI No 251A Excluding GST
11	Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 6:3:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. . Exluding GST (S.I. No. 281)
12	M-150 Brick Work in 1:3 (One cement & three coarse sand) mortar in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work . Exluding GST .Item No. 307
13	Struck pointing with cement mortar consisting of 1 part cement and 2 parts of Coarsesand of 1.25 Fineness modulus.as per Technical Specifications. Exluding GST .Item No. 574.
14	Providing and laying 600 MM dia RCC NP-3 H.P.for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.