REPAIRS TO K.T.WEIRAT CHAKUR TQ. BHATKULI DIST. AMRAVATI

Item No :- 1 Cleaning cutting thorny shrubs bushes, grass as directed with 15m lead and lift up to 1.5m.

Item No 2:-Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) 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 as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift.

Item No-3 Excavation in Hard Murum etc Complete

Item No 4:- Excavation in Soft Rock including dressing sides depositng the excavated material as and where directed etc complete with all lead and lifts.

Item No 5:- Excavation in Hard Rock by chisseling including dressing sides depositng the excavated material as and where directed etc complete with all lead and lifts.

Item No 6:- Providing and laying in Situ CC M-15 (40 MSA) of trap/granite/gneiss quartize /graded metalsfor PCC with or with out surface rainforcement / RCCconcerting require heavy or special type of shuttering for works of gallary sluies, spillway, downsteam face, energy dissipiting structures intake structures, training walls, piers aboutment etc with concerete mixture with shuttering and scoffilding, placing compacting, quring with and initial lead of 1.0 km and all lift etc complete as directed.

Item No 7:- Providing and laying in Situ CC M-15 (20 MSA) of trap/granite/gneiss quartize /graded metalsfor PCC with or with out surface rainforcement / RCCconcerting require heavy or special type of shuttering for works of gallary sluies, spillway, downsteam face, energy dissipiting structures intake structures, training walls, piers aboutment etc with concerete mixture with shuttering and scoffilding, placing compacting, quring with and initial lead of 1.0 km and all lift etc complete as directed.

Item No 8:-Providing and Fixing in position Mild Steel/HYSD bar Reinforcement of various diameter for RCC Work, pipe, caps, footing, foundation, slab beam, column, canopies, chhaja, lintels, copings, as per detail drawing and schedule, including cutting, bending, hooking, binding with wire, tack welding and supporting as required as per standard specification with all leads & lifts etc complete as directed by the Engineer-In Charge

Item No9:- Providing and fixing in position structural steel ISLC channel section of required size including cutting, welding as per designe and requirement etc complete with all lead and lift

Item No10:- Drilling 35mm dia Holes anchoring in rock as directed and fixing 25 mm dia steel anchor excluding cost of steel and grouting etc complete as directed by Engineer In Charge

Item No 11:- Providing Fabricated MS Straight Needles of Size 214x50 cm size for KT weir as per drawing provided , with two coat of anticorrosive paint etc complete waight of needle 74kg etc complete as directed by the Engineer-In Charge

Item No12:- Providing and Finishing with cement plaster 25mm thick in cm 1:3 etc complete

Item No 13:-Providing and fixing canal information board of 1.2 x 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35 X 35 X 3 mm with cross bracing of size 25 X 25 X 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enamelled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50X50X5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60 X 60 X 75 cm as directed by engineer-in-charge.

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