Rural Development Department Tender

Excavation in hard rock of all toughness by blasting including boulders above 0.60 m diameter (0.113 cum) minimising the 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 dump area as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 15 M and 6 M lift.

Providing and laying situ cement concrete of grade M-15 (40 MSA) of trap, granite, quartizite, gneiss, graded metal for PCC wirh or without reinforcement / RCC concreting required heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, training walls, piers, abutements etc., with concrete micer considering lead of 50 M with shuttering and scaffolding, placing, compacting, curing etc complete with initial lead of 50 M and lift of 1.50 M

Dewatering by pumping out water collected with 10 to 19 HP Diesel & Electrical pumps inclulding cost of all materials, machinery, providing sump and all other ancillary operations whenever necessary etc comlete under specific and indispensable circumstances with prior approval from competent authority with authentic evidence of lecords justifying dewatering etc comlete.

Providing and fixing information board of 1.20 x 0.75 m prepared in 16 gauge M. S. Sheet ange iron frame of sixe 35 x 35 x 3 mm with cross brancing of sixe 25 x 25 x 3 mm including painting wieth one coat of zinc chromate storing primer and two coats of back ground and back side gray store enameled bonded with red retro reflective sheet Engineering grade borded / letter /numeral / arrows coated with non peal able crystal clear protective stransparent coat retaining 100 % refleection including two angel iron post of sixe 50 x 50 x 5 mm of 3.65 M long inflated ata bottom drilled on top and painted in white and black bpnds pf 30 cm with four number helgh strength of G.I. bolts and nuyts of size 10 mm dia and 20 mm long sheet and ange iron post in one piece without joints including all taxes conveying fixing in ground with cement concrete in M15 block of size 60 x 60 x 75 cm as directed by engineer incharge

Providing and laying rubble soling below foundation in layers including filling with rubble chips,murum etc. complete as

Exscavation in soft soil strata for all component of weir and its appiurtenent works to the required slpes and depositing of the excavated material on nala banks with all leads and lifts etc complete for nala deepaing

Providing and fixing HYSD bars for reinforcement including cutting,bending,hooking,winding etc comp.

Insurance

Royalty

GST

Tender Amount Rs.1968333/-