Rural Development Department Tender

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 and sides to required level and profile etc. complete with lead up to 15 m and all lifts as directed.

Providing Cut off trench filling using selected impervious soil from approved borrow areas (Private land- contractor's own material) inlayers including cost of all materials, machinery, abour, 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.

Providing and constructing longitudinal and cross graded filter drains using sand and 20 mm down approved clean, hard, graded aggregates satisfying specified ilter criteria in layers of specified thickness including cost of all materials, machinery, abour, laying to required slopes, compaction etc., complete as per specifications and approved drawings with lead up to 1 km and all lifts as directed

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, 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 to 1 km and all lifts as directed

Providing hearting embankment using selected impervious soil from approved borrow areas (Private land- contractor's own material) in layers 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.

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 soil, spreding soil in layer of specified thickness, sorting out, breaking clouds, levelling, sectioning edges/sides, watering, compacting each layer to density control of not less than 95 percent or as stipuleted using vibratory compactor etc.complete with lead up to 1 km. and all lifts as directed .

Providing casing embankment using selected pervious material from approved borrow areas(Government Acquired land) in layers including cost of all materials, machinery, labour, all other operations such as collection of soil, spreding soil in layer of specified thickness, sorting out, breaking clouds, levelling, sectioning edges/sides, watering, compacting each layer to density control of not less than 95 percent or as stipuleted using vibratory compactor etc. complete with lead up to 1 km. and 6m lifts.

Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with lead up to 1 km and all lifts as directed.

Dismantling dry rubble stone pitching including stacking all materials with 15 m lead and all lifts etc. complete as directed

Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from locally available, excavated materials including labour, hand packing / wedging stone chips, finishing etc. ,complete with lead up to 50 m and all lifts.

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.

Providing & Laying plastic film 500 micron HDPE Geomembrance confirming to IS:15351:2015 Type II as per specification including laying etc complete

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 considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 50 m. & lift of 1.5 m.

Providing and laying Tor steel reinforcement for RCC work such as slab, piercaps,gaurdstones etc. including cutting,hookinglaying in position etc. with all leads and lifts

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 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 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.

Charges for Laboratory Test required during work - Permeability Test Tests to be conducted Compaction + Permeability + Shrinkage Limit

Charges for Laboratory Test required during work - Compaction Test Tests to be conducted Compaction + Consolidation+ Shirnkage Limit

Charges for Laboratory Test required during work - Rubble Test Conducted Compressive strength dry and saturated Method ,Water absorption & Specific Gravity

Charges for Laboratory Test required during work - Fine Aggregate Finess Modulus , Silt & Clay Content

Charges for Laboratory Test required during work - Coarse Aggregate Sieve Analysis,Water Absorption & Specific Gravity , Flankness Index and Crushing Value

Charges for Laboratory Test required during work - Cement Stanadard Consistency ,Setting Time ,Specific Gravity &Compressive Strength

Charges for Laboratory Test required during work - Steel ( Tensile strength, % , Elongation, Yield Stress, Weight- Per Meter,Bend/ Rebend Test, Proof Stress.)

Charges for Laboratory Test required during work - Concrete Cube Compressive/Split tensile strength ( 7 days 3 Cubes and 28 days 3 Cubes)