Rural Development Department Tender

Item No. 4: 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

Item No. 5: 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. 7: Providing and laying in situ cement concrete of grade M-10 of trap / granite / quartzite / graded metal for foundation and bedding withConcrete Mixer including placing, compacting, curing etc. complete with an initial lead of 1 km & all lifts as directed B) M-10 (40 MSA)(Cement 4.4 bags/Cum)

Item No. 8: Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings,foundations,slabs,beamscolumns,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. 10: Providing and laying in situ cement concrete of grade M-15 ( 20 MSA ) 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 considering lead of 50 m with shuttering and scaffolding , placing , compacting , curing etc. complete with an initial lead of 50 m and lift of 1.50 m.

Item No. 11: 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.

Item No. 12: Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from approved source from borrow area including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lifts excluding royalty of material.

Item No. 13: Providing and laying cement concrete pipe of IS 458:2003 NP- 2 class of 300 mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

Item No. 14: Laying and jointing R.C.C.pipe of 300 MM NP2 class or IRC standard in C.M.1:2 proportion by volume including cost of all materials ( excluding pipes and collars ) , labour,aligning pipes ,batching and mixing mortar , packing joints with hemp and mortar , finishing ,curing etc. complete with lead upto 50 m and all lifts.

Item No. 15: Providing hearting embankment using selected impervious material available directly from excavation in layers including cost of all materials , machinery ,labour all other operations such as collection of material , spreading soil in layer of specified thickness , sorting out ,breaking clods,levelling, sectioning edges/sides, watering and compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc. complete with lead upto 1 Km for watering and 6 m lift.

Item No. 16: Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials , machinery ,labour all other operations such as collection of material , spreading soil in layer of specified thickness , sorting out ,breaking clods,levelling, sectioning edges/sides, watering and compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc. complete with lead upto 1 Km for watering and 6 m lift.

Item No. 17: Providing And Laying weep Hole of 100mm Daimeter PVC Pipe as per Drawing For Abutment Returns, Retune Wall Etc.Comp.

Item No. 18: Providing casing embankment using selected pervious material from approved borrow areas (Government acquired land) in layers of including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc., complete with lead up to1 km and all lifts as directed

Item No. 20: Providing and fixing canal information board of 1.20 * 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35*35*3 mm with cross bracing of size 25*25*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 50*50*5 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 mmØ 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*60*75 cm as directed by engineer-in-charge.