Tender For New Construction Of Madkarimpur To Shekhpura ( Khatauli Kadli Road ) Boe Soiling To Paintng Under Ridf. 1 Excavation In Foundation In Ordinary Soil (Loam, Clay Or Sand) Including Lift Upto 1.50 M. And Lead Upto 30 M. And Including Filling , muzaffarnagar-Uttar Pradesh

Tender For New Construction Of Madkarimpur To Shekhpura ( Khatauli Kadli Road ) Boe Soiling To Paintng Under Ridf. 1 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 2 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 3 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 4 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. 5 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 6 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 7 Providing And Applying Tack Coat With Bitumen Vg-10 Gradeusing Bitumen Pressure Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Primed Surfaces Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. Exluding Gst 8 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 9 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 10 Construction Of Patri On Both Side Of The Road Withcarted Earth Cartage Of Earth 5.00 Km With All Lift And Lead, Transporting To Site , Spreding Grading To Required Slope And Compacting As Per Sor Si No 253 & 261 ( C ) . Complete In All Respects Excluding Gst

INR 2714 /-

INR 665000.0 /-

INR 92.90 Lakhs /-

Name of Work: New Construction of Madkarimpur to Shekhpura (Khatauli Kadli Road) BOE Soiling to paintng under RIDF.

Sl. No.	Item Description
1	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
2	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
3	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
4	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.
5	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
6	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
7	Providing and applying tack coat with Bitumen VG-10 gradeusing Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared Primed surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503. Exluding GST
8	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
9	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
10	Construction of Patri on both side of the road withCarted Earth Cartage of Earth 5.00 Km with all lift and lead, transporting to site ,spreding grading to required slope and compacting as per SOR SI No 253 & 261 (C). complete in all respects Excluding GST.