Himachal Pradesh Agriculture Development Society Tender

Extra Allowance for formwork in concrete lining in:

Bed complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

In Sides complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing cement concrete lining 15 cm thick or less for irrigation channels, using cement concrete 1:2:4 (1 cement2 sand :4 stone aggregate 20 mm nominal size) in:

Bed complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Side Slopes complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position reinforced cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of centering and shuttering for all work up to plinth level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of centering and shuttering for all work up to plinth level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of centering and shuttering for all work up to plinth level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Wire Crate of G.I. wire filled with boulders with square cut faces angainst the wire (Wire Crates to be measured and paid for separately) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Wire Crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separetly) G.I. Wire 5.00 mm thick corresponding to SWG-8 15 cm x 15 cm mesh complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Writing new letters and figures of any shade with synthetic enamel black or any other approved colour to give an even shade as per drawings and technical specifications clause 1701 in English and roman, hyphen, commas and the like not to be measured and paid complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing wovenplains G.I wire fencing of mesh 50mm to 150 mm to any type of standard rails,strainging boets,etc.including provision of binding wire, staples etc. thick corresponding to (SWG-6) of 15X15 cm mesh complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing 8 mm thick M.S Fish Plate including all fitings complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing, laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked MSERW pipes 300 mm dia (Wall thickness 4.80mm) of various grade conforming to IS/ISO-3183-2012 L260 or X42 or its equivalent specifications latest with upto date amendments of following dia with upto date amendments having wall thickness and per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code in random lengths of 6 to 7 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with upto date amendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends and other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts and as directed by Engineer-in-charge. The pipe shall haves zinc coating inside & out side conforming to IS/ISO-4736-1986 or latest with upto date amendments & shall be engraved with code IS/ISO-3183-2012 or its equivalent. The laying shall conform to BIS 5822-1970 or latest with upto date amendments complete to the entire satisfaction of Engineer-in-charge (Earth work shall be measured and paid for separately).

Providing, laying, jointing and testing in trenches (to level or grade) GI Flanged Pipes ( IS : 1239) of 100mm dia, & medium Class conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. with Plain ends and jointed with flange table 5 conforming to IS-6392-1971 (latest with up to date amendments) i/c all fittings such as bends, tees & tail pieces etc. the welding of flanges to be done on both faces in double layer to make the joint leak proof according to relevant BIS standard and specification. the pipe including nuts and bolts of required size, 3mm thick compressed asbestos fibre jointing gasket/synthatic rubber jointing gasket should be conforming to relevant BIS code. laying will include all operations such as cutting , welding, painting and jointing including flushing , cleaning and hydraulic testing of pipe complete in all respect and to the entire satisfaction of the engineer-in-charge.

Providing, laying & fixing HDPE pipe of 90 mm dia as per IS 4984, PE-80 complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.