Tender For Repair Works Of Sill Level Of K.T.Weir No. 3,4,6 To Stop Leakages From Sill Of K.T.Weir On Gad River And Fixation Of Broken Boundary Stones. Tal.Kankavali, Dist. Sindhudurg, Sindhudurg-Maharashtra
TDR : 54596404
Tender Notice
BOQ
7 Days Left
Sindhudurg
Maharashtra
Tender For Repair Works Of Sill Level Of K.T.Weir No. 3,4,6 To Stop Leakages From Sill Of K.T.Weir On Gad River And Fixation Of Broken Boundary Stones. Tal.Kankavali, Dist. Sindhudurg
Name of Work:- Repair works of sill level of K.T.Weir no. 3,4,6 to stop leakages from sill of k.t.weir on Gad river and fixation of broken boundary stones. Tal.Kankavali, Dist. Sindhudurg
Sl. No.
Item Description
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Item No.1 :- Excavation in all kinds of soil including boulders up to 0.6 m diameter ( 0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. Complete with lead up to 1 km and all lifts as directed.
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Item No.2 :- Dismantling the old lime concrete or cement concrete including stacking the material with all lifts etc.complete as directed
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Item No.3:- Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss / quartzite / graded metal for foundation and bedding with Batching Plant and Transit Mixer including placing, compacting, curing etc. complete with all lifts as directed.
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Item No.4 :- Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed.
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Item No.5 :- Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars as Simply Supported, Moment or Splice Connection as per EC2/TR 023 or relevant tested and accepted rebar guidelines. The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion. Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/ design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. HY200 -10 mm dia 200mm depth
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Item No.6 :- Providing and laying in situ / ready mix M35 grade RCC jacketing work around the existing piers of bridges etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ), height of 8 to 10 meter)
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