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Tender For Repair Work From Tarkhurd Ghatakna Road To Ranipur, mandi-Uttar Pradesh

Rajya Krishi Utpadan Mandi Parishad has published Tender For Repair Work From Tarkhurd Ghatakna Road To Ranipur. Submission Date for this Tender is 17-11-2023. Road Work Tenders in mandi Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

40465013
Tender For Repair Work From Tarkhurd Ghatakna Road To Ranipur
Open Tender
Indian
Uttar Pradesh
mandi
17-11-2023

Tender Details

Tender For Repair Work From Tarkhurd Ghatakna Road To Ranipur; 1 Earth In Cutting Or In Embankment In Ordinary Soil, Excavation To Be Done In Form Of Regular Pits Not Exceeding 1 / 2 M. In Depth And Work In Embankment To Be In 20 Cm Layers Including Ramming And Dressing The Surface To Required Level And Slopes And Also Including 1.5 M. Lift And 30 M Lead. The Earth From Cutting To Be Used In Making Embankment Or To Be Deposited As Spoil Banks Within 30 M Distance As Directed By The Engineer In Charge . 2 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. 3 Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Sprayer At The Rate Of 0.30 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer Or Previously Painted Surface & Cleaned With Hydraulic Broom As Per Mord Technical Specification Clause 503. And Direction Of Engineeer In Charge . 4 Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thick ( Compacted ) Composed Of 13.2 Mm To 5.6 Mm Aggregates Of Approved Quarry Using Bitumen ( Vg-10 ) To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant ( Mixol ) , 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 Type C As Per Mord Technical Specification Clause 508 And Direction Of Engineer-In-Charge. 5 Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C As Per Mord Technical Specification Clause 510And Direction Of Engineer-In-Charge. 6 Brick Edging On Both Sides Of Roads Of 1St Class Brick 8Cm ( 3 ) Wide & 12Cm ( 4.50 ) Deep Laid With Mud Mortor Including Labour & Suplly Of Bricks Finished To Required Templete And In Proper Alignment And Also Including Dressing & Ramming The Excavated Earth Including All Labor T&P Sudries Required For Completion Of Work With Material. 7 Supply And Laying And Fixing Of 350 Mm Dia Np- 3 R.C.C. Hume Pipe With Required Collors Including Loading, Unloading, Cartage Upto Site. Supply Of All Materials All Labour. T&P Etc. And Also Including All Other Taxes / Charges For Proper Completion Of Work As Per Direction Of The Engineer In Charge. Jointing Of Pipes Shall Be With 1:2 Cement And Course Sand Mortar. 8 Providing And Fixing Of Mild Steel Sign Board As Per Drawing Design Including Writing Of Details As Specified By Engineer In Charge. Including Supply Of All Materials, Labour T&P, Cartage Up To Site Complete In All Respect Required For Proper Completion Of The Work And As Per Direction Of E / I.

Key Value

Document Fees
INR 2832 /-
EMD
INR 156000.0 /-
Tender Value
INR 15.57 Lakhs /-

BOQ Items

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Sl. No. Item Description
1Earth in cutting or in embankment in ordinary soil, excavation to be done in form of regular pits not exceeding 1/2 M. in depth and work in embankment to be in 20 cm layers including ramming and dressing the surface to required level and slopes and also including 1.5 M. lift and 30 m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m distance as directed by the Engineer in charge .
2Providing, 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.
3Providing and applying tack coat with Bitumen VG-10 using Bitumen Pressure Sprayer at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer or previously painted surface & cleaned with Hydraulic broom as per MORD Technical Specification Clause 503. and direction of Engineeer in Charge .
4Providing, laying and rolling of open-graded premix carpet of 20 mm thick (compacted) composed of 13.2 mm to 5.6 mm aggregates of approved quarry using bitumen (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant (Mixol), 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 Type C as per MORD Technical Specification Clause 508 and direction of Engineer-in-charge.
5Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per MORD Technical Specification Clause 510and direction of Engineer-in-charge.
6Brick edging on both sides of roads of 1st class brick 8cm (3") wide & 12cm (4.50") deep laid with mud mortor including labour & suplly of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated earth including all labor T&P sudries required for completion of work with material.
7Supply and laying and fixing of 350 mm dia NP- 3 R.C.C. Hume pipe with required collors including loading, unloading, cartage upto site. Supply of all materials all labour. T&P etc. and also including all other taxes/charges for proper completion of work as per direction of the Engineer in charge. Jointing of pipes shall be with 1:2 cement and course sand mortar.
8Providing and fixing of Mild steel sign board as per drawing design including writing of details as specified by Engineer in charge. including supply of all materials, labour T&P, cartage up to site complete in all respect required for proper completion of the work and as per direction of E/I.
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