Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date12 Jul 2019
Closing Date5 Aug 2019
Tender Amount₹ 39,40,000
Costs
EMD
₹ 78,800Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PWDJK_78572_4Bid Award Id
ViewTender No
e-NIT No. 20 of 2019-20 dated 11.07.2019Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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BOQ Items
Providing and laying in position cement concrete of Specified grade excluding the cost centering and shuttering. All work upto plinth level 1:2:4 (1 cement: 2 Coarse sand: 4 graded stone aggregate 20mm nominal size) (CRUSHED) including all leads, lifts and carriage complete.
5
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Providing and laying in postition specified grade of reinforced Cement Concrete exculding the cost of centering, shuttering, finishing and reinforcement- All work upto plinth level. 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size including all leads, lifts and carriages complete.
9
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-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. TMT bars.
900
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for:-
-
-
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Foundations, footings, bases of columns etc for mass concrete including all leads, lifts and carriage complete.
815
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-
Providing and Laying water bound macadam Grade-II with specified stone aggregate Stone Screening and binding material including screening sorting spreading to template and consolidation with power road roller of 8 to 10 Tonne capacity etc. complete (Finished work to be paid) (Nallah) including all leads, lifts, carriage and stacking charges complete 63mm to 45mm (Nallah) (75mm thick each layer).
297
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-
Providing and laying spreading and compacting crushed and granular material mix with water in mechanical wet mix plant of 75 tonne capacity carriage of mix material to site by tipper laying into uniform layer having compact thickness of 75mm each with motor grades of adequate capacity in blade having hydraulic control suitable for adjustment or with paver finisher in sub base/ base course on well prepared sub grade and compacting with vibratory roller 8 to 10 tonne to achieve the desired density and laid in line, grade and cross section as approved by the Engineer-in-charge as per MoRT&H specification (all inclusive).
198
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-
Providing and laying 50mm thick (compacted) premix Bituminous Macadam base course with stone aggregate of quality size and grading as specified in latest MoRT&H specification and straight run bitumen of VG-30 @ 4% by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant, transporting mixed material to the site and laying with paver finisher as per required profile, including cost of priming emulsion and tack coat, rolling Power Road Roller (Vibratory) with 8 to 10 tonne capacity to achieve the required compaction and density. All complete including cost of bitumen.
99
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-
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5.0) percent of mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled vibratory and tandem roller to achieve the desired compaction as per MoRTH specification clause No. (508) including dressing of berm by cutting/filling with RBM upto 1.00 mt. width on both sides of the road surface as per requirement at site (Bitumen used shall be of Viscosity grade 30) including cost of tar, all carriages, leads, lifts complete (25mm thick).
1980
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