Rural Development Department Tender

Excavation in Hard Mirum 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 material neatly in dump area or for formation of service road 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 6 m lifts as directed

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 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 6 m lifts as directed

Excavation in hard rock of all toughness by brealer 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 as directed including cost of all materials, machinery, labour, leveling bed etc., complete with lead up to 15 m and 6 m lifts as directed

Providing and fixing anchor bar of 35 mm diameter 2.50 m length with resin bond cement capsule anchorage including drilling holes, inserting grout capsule, driving anchor, cost of all materials, machinery, labour and other ancillary operations etc complete with lead up to 1 Km and all lifts. Total weight of 25 mm steel = 2.50x3.85x10=96.25 kg

Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal (20 msa) 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 etc complete with an initial lead of 50 m & lift of 1.5 m

Providing and fixing TMT steel reinforcement bar as per design and drawing including cutting, bending, hooking binding with G.I, wire as directed with all lead & lift etc completed. (Rates as per joint plant Committee.) 10 mm Main

Providing and fixing TMT steel reinforcement bar as per design and drawing including cutting, bending, hooking binding with G.I, wire as directed with all lead & lift etc completed. (Rates as per joint plant Committee.) 25 mm Dist

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

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.

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.

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 ancillary operations whenever necessary etc. complete under specific and indispensable circumstances with prior approval from competent authority with authentic evidence of records justifying dewatering etc. complete as directed.

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 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 60 x 60 x 75 cm as directed by Engineer-in-Charge.

Royalty not included in rates

GST(18%)

GIS(1%)