Providing Following Materials For Work Constructing Mini KT Weir Gut No 92 Khar Odha Kansewadi At Chikhalthanwadi

Amount

Providing Following Materials For Work Constructing Mini KT Wair Gut No 92 Khar Odha Kansewadi At Chikhalthanwadi Tal Shrigonda Dist Ahmednagar

Item No.1:- Excavation in all kinds of soil & Soft murum 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 as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with leads as below and all lifts as directed. A) For 15 m Lead

Nala Trenching

Item No.2:- Excavation in hard murum 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 leads as below and all lifts as directed. A) For 15 m Lead

Item No.3:- Excavation in soft rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road including cost of all materials, machinery, labour, dressing bed & sides to required level and profile etc.complete with leads as below and all lifts as directed. A) For 15 m Lead

Item No.4:- Excavation in hard rock of all toughness by blasting including boulders above 0.6 m dia.(0.113Cum) minimizing 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 area including cost of all materials, machinery, labour, leveling bed etc., complete with leads as below and all lifts as directed. A) For 15 m Lead

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.

ITEM NO. 31:- 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/ RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer with shuttering and scaffolding, placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed. (A) M-15 (20 MSA) (Cement 5.64 bags/Cum)

Item No.118A:- Straight Needle K.T. Weir Gate-Manufacturing- Manufacturing with QAP & fabrication of KT weir needle gates - traight type size 2.15 x 0.5M- 94 Kg. weight as per relevant Indian Standards with all material, Mild steel confirming to IS 2062, Rubber seal confirming to IS 4623 & Welding electrodes AWS E6013 for general weld joints. It includes all materials, Labour charges, machinery charges, 1km lead charges of transportation, loading and unloading charges of Gate parts at Site, Inspection & Quality control charges, Sand blasting, Painting with one coat of Zinc rich primer on dry film to give total dry film thickness 70 +/- 5 microns and 2 coats of sloventless coal tar epoxy paint applied to give minimum dry film thickness of 150+/- 5 micron per coat as per IS 14177.

Providing and fixing in position M.S.Channel 150*75 mm 14.4 kg/m As per Design & Drawing Including all Labour Etc

Providing and fixing canal information board of 1.2x0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35x35x3 mm with cross bracing of size 25x25x3 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 enameled bonded with red retro reflective sheet Engineering grade, border/letters/numeral / arrows coated with non-peal able 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 60x60x75 cm as directed.

Sahil Shafik Pathan

Shaikh Sharman Mubarak