Tender For Consultancy Service For Preparation Of Detail Project Report (Detailed Project Report) For Bridge At Km 73/005 (Banjar Span 20 M), Km 78/825 (Fagu Span 60 M), Km 79/875 (Manglour Span 40 M), & Km 92/480 (Larji Span 45 M) On Nh-305 In The S, Mandi-Himachal Pradesh
TDR : 56202001
Tender Notice
BOQ
7 Days Left
Mandi
Himachal Pradesh
Tender For Consultancy Service For Preparation Of detail project report (Detailed Project Report) For Bridge At Km 73/005 (Banjar Span 20 M), Km 78/825 (Fagu Span 60 M), Km 79/875 (Manglour Span 40 M), & Km 92/480 (Larji Span 45 M) On Nh-305 In The S
Name of Work:- Consultancy service for preparation of DPR (Detailed Project Report) for bridge at Km 73/005 (Banjar Span 20 m), Km 78/825 (Fagu Span 60 m), Km 79/875 (Manglour Span 40 m), & Km 92/480 (Larji Span 45 m) on NH-305 in the State of Himachal Pradesh. (SH:-Prepration of Hydraulic Data, Geotechnical Investigation, GAD (General arrangement of drawings) and Structural Design of foundation, Sub Structure & Super Structure of double lane bridges with footpath for special vehicle loading conditions as per IRC)
Sl. No.
Item Description
1
Preparation of Hydraulic data i.e Topography survey by total station equipment for preparation of survey plan, cross section at bridge site, 50 m, 150 m, 300 m, 500 m upstream and down stream of river, L-section of road and river.
2
Geo-Tech Investigation for safe bearing capacity by conducting SPT up to 35m as per IS:1892 by core drilling. Bore hole location (Quantity =2x4x20=160 m)1. Mobilization of necessary equipments, men and materials for geotechnical investigation from one test location to another and remobilizing the same including provision of casing pipe.2. Collecting undisturbed soil samples at including waxing, labeling, handling and transportation etc.3. Determination of standard penetration Test (SPT) in all the bore holes at regular intervals and collection of the disturbed soil samples from SPT spoon.4. Presentation of data as per IRC:78 and work out the Bearing Capacity of the soil for design of the foundations for the construction of proposed bridge.
3
Preparation of General arrangement of drawings according to the existing site conditions and submit the same in the form of hard copies as desired by the Engineer-in-Charge.
4
Structural Design of Foundation, Sub structure & Super structure as per latest design codes and preparation of working drawings of foundation, Sub Structure & Super Structure and getting the same aprove from higher office of NH wing and MoRTH Delhi including all costs like binding printing, communication, presentation, liasoning with all concerned officers etc.The Work will we carried in accordance with latest desgin specfication and to satisfaction of Engineer -in - charge
5
Bridge having span 20m
6
Bridge having span 60m
7
Bridge having span 40m
8
Bridge having span 45m
9
Proof checking of detailed design, structural drawings of COMPOSITE STEEL GIRDER bridge from competent authority such as IIT/NIT/PEC in all respects and submitting the same to higher office for approval.
10
Preparation of Detailed estimate of Bridge as per analyised rates of MoRTH standard data book 2019 . Printing approved 5 set and submitting the same to the divisional office. Please Enable Macros to View BoQ information
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