Visvesvaraya Jala Nigam Limited Tender

Excavation in soft rock without blasting including boulders upto 0.60 mdia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery, labour etc., complete with lead upto 50 m and lift upto 1.5 m. (I.No. 4.2,P.No. 79 of WRD SR 2018-19) As per the direction of engineer incharge. Lift 1.5mt to 3.0mt

Excavation in soft rock without blasting including boulders upto 0.60 mdia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery, labour etc., complete with lead upto 50 m and lift upto 1.5 m. (I.No. 4.2,P.No. 79 of WRD SR 2018-19) As per the direction of engineer incharge. Lift 3.0 mt to 4.5 mt

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and depth of foundation upto 1.5 m from surface. Cement content: 220 kg / cum with use of super plasticiser ) (I.No. 4. 10,P.No. 81 of WRD SR 2018-19) As per the direction of engineer incharge.

Providing and laying insitu vibrated M-20 (28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for sub- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5 m from surface. ( Cement content : 330 kg / cum with use of super plasticiser) (I.No. 4.14,P.No. 82 of WRD SR 2018-19) As per the direction of engineer incharge.

Providing casing embankment using semi-pervious / pervious soil collected in embankment area in heaps as part of disposal of excavated soil from canal in layer of 250 to 300 mm (before compaction) including cost of all materials,machinery, labour,all other operations such as 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 than 95 percent or as stipulated by power roller etc., complete with lead upto 1 km for water.(I.No. 4.13,P.No.60 of WRD SR 2018-19) As per the direction of engineer incharge.

Providing, fabricating and placing in position reinforcement steel bars for RCC works including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia soft annealed steel wire, etc., complete with lead upto 50 and all lifts.(I.No. 4.6,P.No. 80 of WRD SR 2018-19) As per the direction of engineer incharge.

Providing and constructing 250mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with lead upto 50 m and all lifts. (I.No. 3.59,P.No. 68 of WRD SR 2018-19) As per the direction of engineer incharge.

Providing and constructing 150 mm dia hume pipe weep holes for concrete /masonry walls including cost of all materials,machinery,labour, providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion by volume with 100 mm thick sand backing at the junction of wall and soil back fill etc., complete with lead upto 1 km and all lifts. . (I.No. 2.26,P.No. 43 of WRD SR 2018-19) As per the direction of engineer incharge.

Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.10x0.10x2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:3 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, cost of steel, centering, transportation charges, fixing charges etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. (I.No. 37.6,P.No. 271 of PWD SR 2018-19, Hasan Circle ) As per the direction of engineer incharge.

KSRRB M800-6. Painting two coats on New Concrete Surface: Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 (I.No. 24.7,P.No. 181 of PWD SR 2018-19, Hasan Circle ) As per the direction of engineer incharge.

KSRRB M800-10. Painting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“ii) English and Roman - Hyphen and the like not to be measured and paid for “ MORTH Specification No.801 (I.No. 24.10,P.No. 181 of PWD SR 2018-19, Hasan Circle ) As per the direction of engineer incharge.