Himachal Pradesh Agriculture Development Society Tender

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including getting out the excavated soil, dressing of sides, ramming of bottoms and returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Excavating trenches of required width for pipes, cables, etc including excavating for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc and disposing of surplus excavated soil as directed, within a lead of 50m. pipes, cables etc. exceeding 80mm dia. but not exceeding 300mm dia. complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Boulder filling dry hand packed tightly as in wire crate apron bund (wire crates to be measured separately) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Centering and shuttering including strutting, propping etc. and removal of form work for :

Foundations, footings, bases of columns etc. complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Edges of slabs and breaks in floors and walls under 20 cm wide complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Suspended floors, roofs, landing, balconies and access platform, complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

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 1:5:10 (1 Cement: 5 coarse sand : 10 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 1:4:8 (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 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 cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete

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.

In walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: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 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :

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

In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

In beams, suspended floors, roofs, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above olinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement 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.

Providing and fixing ISI Marked M.S handles 125 mm dia conforming to IS:4992 with necessary screws etc. 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, laying, jointing and testing in trenches (to level or grade) GMS tube ( IS : 1239-2004) of 150 mm 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. complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. (EARTH WORK IN TRENCHES TO BE MEASURED PAID FOR SEPARATELY)

Providing, laying, jointing and testing in trenches (to level or grade) GMS tube ( IS : 1239-2004) of 100 mm 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. complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. (EARTH WORK IN TRENCHES TO BE MEASURED PAID FOR SEPARATELY)

Providing, laying, jointing and testing in trenches (to level or grade) GMS tube ( IS : 1239-2004) of 80 mm 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. complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. (EARTH WORK IN TRENCHES TO BE MEASURED PAID FOR SEPARATELY)

Providing, laying, jointing and testing in trenches (to level or grade) GMS tube ( IS : 1239-2004) of 25 mm 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. complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. (EARTH WORK IN TRENCHES TO BE MEASURED PAID FOR SEPARATELY)

Providing circumferencial Butt welded joints by electrical arc welding to GI pipe having 100 mm dia of pipe, wall thickness, welded in requisite numbers of weld runs so as to achieve the minimum effective throat thickness of weld confroming to IS 816-1969 specifications, by using welding electrods of 2.5 mm to 6.3 mm of ADVANI Oerlikon (Adore)- CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge..

Providing circumferencial Butt welded joints by electrical arc welding to GI pipe having 80 mm dia of pipe, wall thickness, welded in requisite numbers of weld runs so as to achieve the minimum effective throat thickness of weld confroming to IS 816-1969 specifications, by using welding electrods of 2.5 mm to 6.3 mm of ADVANI Oerlikon (Adore)- CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge..

Providing welding and fixing of M.S flanges at suitable reaches, conforming to following table 5, 80 mm as per IS:6392-1971 (Latest with upto date amendments) and welding of M.S flanges with G.I pipes/ MSERW pipes in two layers on both faces to make the joint leak proof (The cost of providing and laying of G.I pipes/MSERW pipes to be measured and paid separately). The welding of flanges should conform to IS 816-1969 with electrode as per IS:814-1991 and required number of nuts & bolts conforming to IS:1364. The thickness of gasket not less than 3.00 mm conforming to IS:2712-1998. The work shall done be done as per entire satisfaction of the engineer-in-charge..

Providing and Fixing CI Sluice Valve 150 mm ø PN-1.00 10.20 Kg/cm² Kartar make i/c MS Flange of Table as per IS 6392-1971 of 5 WT of 71.30 Kg & Welding of MS Flanges in two layers on both faces and & i/c carriages in all respects within all leads & lifts complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge..

Providing and Fixing CI Sluice Valve 80 mm ø PN-1.00 10.20 Kg/cm² Kartar make i/c MS Flange of Table as per IS 6392-1971 of 5 WT of 31.30 Kg & Welding of MS Flanges in two layers on both faces and & i/c carriages in all respects within all leads & lifts complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge..

Providing, laying, jointing, commissioning & testing in trenches HDPE pipes of approved manufactures as per the list attached in Bidding Document page no:- .CF 10 of following diameters & classes as per IS 4984 (1995) and jointing the pipes with push type compression joints by hydraulically operated machines, butt fussion welding & electro fusion welding machines i/c necessary fittings, bends, tees, unions, flanges, collars & reducers etc. confirming to IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions. Flanging of the pipes shall be made as & where required. Jointing shall be confirming to IS code 8008 & IS 7634, stub ends will be welded on pipes & MS flange shall be provided with slip on covered by epoxy coating/plastic powder. The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts. All manufacturing maerial used shall be in accordance to IS 4427-2007 (latest revision) with 100 % virigin pre-compounded or natural PE resin. Jointing shall be complete in all respects i/c testing at site upto entire satisfaction of the Engineer-in-Charge.

75 mm dia HDPE pipe

90 mm dia HDPE pipe

Providing & fixing of 63mm hydrant with Main or Submain line including HDPE Riser 63mm Double Threaded P.N 10.0, 63mm PP Ball Valve, Bend, Male Female Coupler Threaded PN-10.0, Service Saddle PN-10.0 and Elbow bends with steel Clamp complete in all respect and jointinmg by electrofusion process (as per requirment of main & sub main line) for distribution system with 75 mm dia.complete in all respects i/c testing at site upto entire satisfaction of the Engineer-in-Charge.

Providing & fixing of 63mm hydrant with Main or Submain line including HDPE Riser 63mm Double Threaded P.N 10.0, 63mm PP Ball Valve, Bend, Male Female Coupler Threaded PN-10.0, Service Saddle PN-10.0 and Elbow bends with steel Clamp complete in all respect and jointinmg by electrofusion process (as per requirment of main & sub main line) for distribution system with 90 mm dia.complete in all respects i/c testing at site upto entire satisfaction of the Engineer-in-Charge.

Providing and fixing Valve box for hydrant size 12" complete in all respect and upto entire satisfaction of engineer-in charge.