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Construction Of Motorable Bridge At Kairy 60 Mtr Span Over Indus By Way Of Providing And Laying Of Wbm Ist And Iiird In Approach Road . ( Under Languishing ) , Kairy Nyoma-Jammu And Kashmir

Public Works Department-PWD has published Construction Of Motorable Bridge At Kairy 60 Mtr Span Over Indus By Way Of Providing And Laying Of Wbm Ist And Iiird In Approach Road . ( Under Languishing ) . Submission Date for this Tender is 07-07-2021. Road Work Tenders in Kairy Nyoma Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

28279589
Construction Of Motorable Bridge At Kairy 60 Mtr Span Over Indus By Way Of Providing And Laying Of Wbm Ist And Iiird In Approach Road . ( Under Languishing )
Open Tender
Indian
Jammu And Kashmir
Kairy Nyoma
07-07-2021

Tender Details

Construction Of Motorable Bridge At Kairy 60 Mtr Span Over Indus By Way Of Providing And Laying Of Wbm Ist And Iiird In Approach Road . ( Under Languishing )

Key Value

Document Fees
INR 1000 /-
EMD
INR 31000.0 /-
Tender Value
INR 15.48 Lakhs /-

BOQ Items

Name of Work: Construction of motorable bridge at Kairy 60 Mtr Span over Indus by way of providing and laying of WBM Ist and IIIrd in approach road. (Under Languishing)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus\nearth upto 50 meters. 2346 Sqm
2 2 Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm. 438.34 Cum
3 3 Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm. 302.54 Cum
4 4 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper\ngrade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. 740.89 Cum
5 5 Stone screening of size 13.2 mm nominal size (Type A)\n 96.43 Cum
6 6 Stone screening of size 11.2 mm nominal size (Type B) 54.45 Cum
7 7 Supplying and stacking at site Good Earth. 59.27 Cum
8 8 Carriage of material by Mechanical Transport including loading unloading all complete job. Stone agg above 40 mm an ang. lead of 03 Kms. 559.35 Cum
9 9 Carriage of material by Mechanical Transport including loading unloading all complete job. Stone agg below 40 mm an ang. lead of 03 Kms. 716.42 Cum
10 10 Carriage of material by Mechanical Transport including loading unloading all complete job. Earth an ang. lead of 02 Kms. 59.27 Cum
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