REPAIRS OF MINOR IRRIGATION TANK AT BARU TQ. DHARNI DIST- AMRAVATI

Item No :- 1 Cleaning grass and removal of rubbish upto a distance of 50 m outside the periphery of the area as directed by the Engineer -In-Charge

Item No 2:-Excavation in All Kind of Soil including boulders upto 0.6 m diameter for canel, seating of embakment, filter belt, catch water drains etc and placing the excavated stuff neatly in dump area or for the formation of the service road / embakment including cost of all materials, mechinery , labour , dressing bed and sides to required level and profile etc complete wtih lead below and all lifts as directed by Engineer In Charge

Item No 3:- Excavation in Hard Rock of all toughness by breaker including boulders above 0.6 m dia.(0.113Cum) minimising damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques and placing the excavated rock neatly in approved dump areaincluding cost of all materials, mechinery , labour , dressing bed and sides to required level and profile etc complete wtih lead below and all lifts as directed by Engineer In Charge

Item No :- 4 Dismentaling Dry Rubble Stone Pitching including stacking the material with 15 m lead and all lifts etc complete as dirercted by Engineer In Charge

Item No 5:- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite /graded metal for PCC with or without surface reinforcement /PCC concereting requiring heavy or special type of shuttering for work of gallery , sluice , spilway crest spilway downstream face energy dissipating structures, intake structures, reining walls, piers abutments etc with concrete mixer with shuttering and scaffolding , placing compacting curring with an initial lead of 1 km and with all lifts as by Eingineer In Charge

Item No 6:- Providing and Fixing TMT -FE -500 bar rainforcement of various diameter for RCC Work, pipe, caps, footing, foundation, slab beam, column, canopies, stair case , 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 No 9- Providing and Constructing 230 mm thick dry rubbles stone pitching using stones and stone chips from approved source from borrow area including cost of all material , labour ,hand packing / wedging stone chips , finishing etc complete with lead upto 50m and all lifts as directed by Engineer in Charge

Construction Head Regulator Item No :- 10 Dismentaling The Stone Masonry in Cement Mortor including stacking the material with all lifts etc complete as dirercted by Engineer In Charge

Item No 11-Excavation in Hard Murum including boulders upto 0.6 m diameter for canel, seating of embakment, filter belt, catch water drains etc and placing the excavated stuff neatly in dump area or for the formation of the service road / embakment including cost of all materials, mechinery , labour , dressing bed and sides to required level and profile etc complete wtih lead below and all lifts as directed by Engineer In Charge B) In Hard Murum

Item No 12:-Excavation in Soft Rock without blasting including boulders upto 0.6 m diameter for canel, seating of embakment, filter belt, catch water drains etc and placing the excavated stuff neatly in dump area or for the formation of the service road / embakment including cost of all materials, mechinery , labour , dressing bed and sides to required level and profile etc complete wtih lead below and all lifts as directed by Engineer In Charge C) In Soft Rock

Item No 13:- Excavation in Hard Rock of all toughness by breaker including boulders above 0.6 m dia.(0.113Cum) minimising damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques and placing the excavated rock neatly in approved dump areaincluding cost of all materials, mechinery , labour , dressing bed and sides to required level and profile etc complete wtih lead below and all lifts as directed by Engineer In Charge

Item No 14:- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite /graded metal for PCC with or without surface reinforcement /PCC concereting requiring heavy or special type of shuttering for work of gallery , sluice , spilway crest spilway downstream face energy dissipating structures, intake structures, reining walls, piers abutments etc with concrete mixer with shuttering and scaffolding , placing compacting curring with an initial lead of 1 km and with all lifts as by Eingineer In Charge For Foundation and Super Structure

Item No 15:- Providing and Fixing TMT -FE -500 bar rainforcement of various diameter for RCC Work, pipe, caps, footing, foundation, slab beam, column, canopies, stair case , 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 For RCC 1:2:4

Item no 16:- Providing RCC Pipe of NP3 Class conforming to IS 458 2003 of following diameter including cost of all material and labour required , inspction charges , transporatation to stores , transit insurance , loading , unloading and stacking excluding GST levied by GOI and GOM in all respect etc complete as directed by Engineer IN charge

Item no 17:- Providing RCC Pipe of NP3 Class conforming to IS 458 2003 of following diameter including cost of all material and labour required , inspction charges , transporatation to stores , transit insurance , loading , unloading and stacking excluding GST levied by GOI and GOM in all respect etc complete as directed by Engineer IN charge

Item 18:- Manufactring and erection of Embeded Frame of 0.9x0.9 m sliding type standared gate at minor irrigation porject

Item No19:- Manufactring and erection of Gate Leaf of 0.9x0.9m sliding type standared gate at minor irrigation porject

Item 20:- Manufactring and erection of screw stem hoist of 5 mt capacity of 0.9x0.9 m sliding type standared gate (10m water head ) at minor irrigation porject

Item No 21:-Fabracation and fitting of grating structure for 0.9x0.9m sliding type head regulator at minor irrigation porject

Item No 22:- Fabration and Fitting of Approch bridge of 9 m length and circular railling to well at minor irrigation project

Item no 23:- -Fabracation and fitting of trash rack for inlet conduit for 0.9x0.9m sliding type head regulator at minor irrigation porject

Item No 24:- -Fabracation and fitting of 8 m long ladder inside the well for 0.9x0.9m sliding type standared gate at minor irrigation porject

Item No 25:- Transportation charges for erection of 0.9x0.9m sliding type standared gate at minor irrigation porject

Item No 26:- Back filling up to ground level behind the canal structures etc. complete with suitable material of approved quality in layers not exceeding 20 cm without disturbing the structure etc. complete as directed.

Item No 27:- Dewatering by pumping out water collected with 10 to 19 HP Diesel & Electrical pumps including cost of all materials , machinery , labour, providing sump and all other anclilary operation whenever necessary etc complete under specific and indispansable circumstances with prior approval from competent authority with authentic evidence of records justifying dewaterring etc complete as directed by Engineer In Charge For Earth Work and Head Regulator

tem No 19:- 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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