Tender For Construction Of Protection Wall From Rd 3210 M To 3290 M (R/S) & Rd 3660 M To Rd 3740 M (R/S) Including Raising & Strengthening Of Right Bank From Rd 5660 M To 6290 M Of Junagarh Distributory, Kalahandi-Odisha
TDR : 55440341
Tender Notice
BOQ
12 Days Left
Kalahandi
Odisha
Tender For Construction Of Protection Wall From Rd 3210 M To 3290 M (R/S) & Rd 3660 M To Rd 3740 M (R/S) Including Raising & Strengthening Of Right Bank From Rd 5660 M To 6290 M Of Junagarh Distributory
Name of Work:- Construction of Protection Wall from RD 3210 M to 3290 M (R/S) & RD 3660 M to RD 3740 M (R/S) including raising & strengthening of Right Bank From RD 5660 M to 6290 M of Junagarh Distributory
Sl. No.
Item Description
1
Earth Work in excavation of foundation in hard soil or gravelly soil within 50m initial lead and all lift including rough dressing and breaking clods to maximum 5cm to 7cm sizes and laying in layers not exceeding 0.30m in depth and as per the direction of the Engineer-in-Charge
2
Filling in foundation and plinth with sand well watered and rammed including cost, carriage and royalty of sand etc. complete as per direction of Engineer-In-Charge
3
Cement concrete M15 grade with 20mm down graded hard granite crusher broken coarse aggregate of approved quality mixing by concrete mixture, placing manually, compacting with vibrator including cost, conveyance, royalty and taxes of all materials, curing etc complete as per the direction of the Engineer-in-Charge
4
Providing formwork for concrete with F1 finish for upstream faces of dam, spillway, glacis of barrages, unexposed surfaces of foundation, block jointsetc.with steel shutters rigidly fixed and removal of forms and making good tothe surfaces where necessary complete with all labour, materials and T & Pcomplete as directed by the Engineer-in-charge
5
Filling foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge
6
Earth work excavation in hard soil with all leads over initial lead of 50 m and initial lift of 1.5 m including rough dressing and breaking clods to max. 5cm to 7cm size & laying in layer not exceeding 0.30Mt. in depth as directed by the Engineer-in-charge Please Enable Macros to View BoQ information
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