Dressing of Ground and GSB Work at Helipad During Honable CM VISIT at Tilanesh-Degana District-Nagaur.

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Tender Inviting Authority: EXECUTIVE ENGINEER PWD DIVISION DEGANA

Name of Work :- Dressing of Ground & GSB Work at Helipad During Honable CM VISIT at Tilanesh-Degana District-Nagaur.

Contract No: NIT-NO-02/2026-27 SR. NO. 01

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Sl. No. Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P

1 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means In area of thorny jungle 5.2 P.Hect. 10374 380 Excess(+) Full Conversion INR

2 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 1126.8 P.Cum 44 380 Excess(+) Full Conversion INR

3 Granular Sub-base with Well Graded Material (Table 400-1 By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader 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 MoRTH Specification Clause 401. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar For Grading III Material 780.98 P.Cum 407 380 Excess(+) Full Conversion INR

4 Compacting original ground supporting embankmen Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300-1 and 300-2 for embankment construction as per MoRTH Specification Clause 305.3.4 6960 P.Cum 10 380 Excess(+) Full Conversion INR

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