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Tender For Construction Of Helipad, Approach Road And Ground Compaction For Vip Visits Under Dn. Malpura, malpura-Rajasthan

Public Works Department-PWD has published Tender For Construction Of Helipad, Approach Road And Ground Compaction For Vip Visits Under Dn. Malpura. Submission Date for this Tender is 26-09-2023. Road Work Tenders in malpura Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

39742605
Tender For Construction Of Helipad, Approach Road And Ground Compaction For Vip Visits Under Dn. Malpura
Open Tender
Indian
Rajasthan
malpura
26-09-2023

Tender Details

Construction Of Helipad, Approach Road And Ground Compaction For Vip Visits Under Dn. Malpura

Key Value

Document Fees
INR 500 /-
EMD
INR 70240.0 /-
Tender Value
INR 35.12 Lakhs /-

BOQ Items

Name of Work : Construction of Helipad, Approach Road and Ground Compaction for VIP visits under Dn. Malpura
Sl. No. Item Description
1Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MoRTH specification clause 201 in area of light jungle
2Compaction of original ground with maximum of six passes of 8- 10 tonnes power roller including filling depression occurring during rolling [MoRTH Specification : Clause 305.3.4]
3Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with ALL lead As per MoRTH specification Clause No. 305. (CBR not less than 8) such as Sandy, Bhuda, Balu etc.non plastic soil
4Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with all lead & lift For Grading I Material
5Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam (as per table 400-10 and 400-11) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. (MoRTH specification : Clause 406) by mechanical means with lead & lift
6Providing and applying primer coat with bitumen emulsion (SS1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502
7Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respectsGrading II (13.20 mm nominal size) - Bitumen Minimum @ 5.40 % of mix& thickness 30 - 40 mm with all lead and lift of Mix Material VG 30
8Marking Centre Line stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160° C with a special applicator machine complete with labour, material and traffic diversion arrangements.with thickness not less than 2.5mm
9Carriage of Building Rubbish Stone Metal, Grit and Ballast etc. including loading and unloading complete with a lead of for 5 Km
10Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202
11Mechanical Means : Bituminous Courses
12Mechanical Means : Granular courses
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