Rural Development Department Tender

Excavation in all kinds of soil soft murum including boulders upto 0.60 m diameter (0.113 cum) for canal, seating of embankment, filter drains/ catch water drains etc. and placing excavated stuff neatly in dump area or for formation of service road / embenkment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with lead upto15 M and 6 M lift.

Dewatering by pumping out water collected with 10 to 19 HP Diesel & lectrical pumps including cost of all materials, machinery, labour, providing sump and all other ancilary 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

Providing casing embankment using selected pervious material available directly from excavation in layers including cost of 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 compacting each layer to density control of not less then 95 percent or as stipulated using vibratory compactor etc. completed with lead upto 1 km for watering and lift as directed

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

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

Royalty

Excavation in hard murum including boulders upto 0.60 m. diameter (0.113 cum.) for canal, seating of embankment, filter drains/ catch water drains etc. and placing excavated stuff neatly in dump area or 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 upto 15 M and 6 M lift.

Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved sources including cost of all material, labour, hand packing/wedging stone chips, finishing etc.completed with lead upto 1 km and all lifts as directed

Excavation in hard rock of all toughness by blasting including boulders above 0.60 m. diameter (0.113) cum.) minimising damage to sides slope of excavation in water prism area by adopting any one or combination of line drilling/pre-spliting/smooth blasting techniques and placing the excavated rock neatly in approved 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 lift 6 m.

Providing and fixing canal information bord of 1.2 x 0.75 m prepared on 16 gauge M. S. Sheet with angle iron frame of size 35 x35x3 mm with cross bracing of size 25 x 25 x3 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 enameld bonded with red retro reflective sheets Engineering grade, border/letters/ numeral / arrows coated with non peal able crystal clear protective transparant coat retaining 100% reflection including two angle iron post of size 50 x50x 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 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 x60x 75 cm as directed by Engineer incharge.

Tender Amount Rs.2361484/-

Providing and laying in situ cement concrete of grade M 15 (40 MSA) of trap, granite, quartzite, gneiss, graded metal for PCC with or without reainforcement / RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway down stream face, energy dissipating structurns. training walls, piers, abutments etc with concrete mixer 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

Excavation in soft soil strata for all component of weir and its appiurtenent works to the required slopes and depositing of the excavated material on nala banks with all lead and lifts etc. complete. For Nala deepening