C/o Flow Irrigation Scheme Chandpur at Village Chandpur, G.P. Bakhalag, Tehsil Arki, District Solan (H.P.)

Amount

Demolishing of cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge.(Item code HPPWD-SR 2020:- 15.2.1).

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms,lift upto 1.5m,including getting out of the excavated soil and disposal of surplus excavated soil as directed,with in lead of 50m, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains(not exceeding 1.5 m in width or 10sqm on plan),including dressing of sides, ramming of bottoms,lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50m. (Item Code HPPWD-SR 2020-2.8.1)

Excavating Trenches of required width for pipes,cables,etc including excavation for sockets,and dressing of sides,ramming of bottoms,depth upto 1.5 m,including getting out the excavated soil,and then returning the soil as required,in layer by ramming,watering,etc. and disposing of surplus excavated soil as directed,within a lead of 50 m :(Item Code HPPWD-SR 2020-2.10.1.2).

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

Flat surfaces such as soffits & suspended floors,roofs landing and the like : Floors etc. upto 200 mm thickness

Walls (any thickness), including attached pilasters, buttresses, plinth and string courses etc.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 1:4:8 (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 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

In retaining walls,return walls,walls,walls (anythickness) including attached pilasters,columns,piers,abutments,pillars,posts,struts,buttresses,string or lacing courses,parapets,coping,bed blocks,anchorblocks,plain window sills, fillets,sunken floor etc., up to floor five level,excluding the cost of centering,shuttering and finishing.

Suspended floor roofs,landing and shelves and their support balconies,beams,girders,bressumers and cantliver upto floor two level

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 excluding the cost of centering, shuttering & reinforcement 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 floor five 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.

Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 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.

In retaining walls,return walls,walls (anythickness) including attached pilasters,columns,piers,abutments,pillars,posts,struts,buttresses,string or lacing courses,parapets,coping,bed blocks,anchorblocks,plain window sills, fillets,sunken floor etc., up to floor five level,excluding the cost of centering,shuttering and finishing

All work up to plinth level excluding the cost of centering, shuttering & reinforcement 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 cement concrete 1:1:2 (1 cement: 1 Sand: 2 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in walls including attached buttersses,pilastersand their caps and bases and string courses etc. upto floor two level

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

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

Providing smooth finishing of the exposed surface of R.C.C work with 6 mm thick cement mortar 1:3 ( 1 Cement : 3 fine sand). (Item Code HPPWD-SR 2020-5.23

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.

Stones/boulders filling behind the r/walls, also under floor & upstream of i/gallary/under floor etc. 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 100 mm dia 10.2 kg/cm2 Kartar make i/c MS Flange of Table as per IS 6392-1971 of WT of 44.30 kg & Welding of MS Flanges in two layers on both faces and i/c carriages in all respects within all leads & lifts.

Providing and fixing CI Sluice Valve 125 mm dia 10.2 kg/cm2 Kartar make i/c MS Flange of Table as per IS 6392-1971 of WT of 56.30 kg & Welding of MS Flanges in two layers on both faces and i/c carriages in all respects within all leads & lifts.

Providing and fixing CI Sluice Valve 150 mm dia 10.2 kg/cm2 Kartar make i/c MS Flange of Table as per IS 6392-1971 of WT of 56.30 kg & Welding of MS Flanges in two layers on both faces and i/c carriages in all respects within all leads & lifts.

Providing, Laying, Testing & Jointing in trenches (to level or grade) G.I. pipes of 150 mm dia (M Class) conforming to IS:1239-2004(Part-i) (latest upto date ammendments) of grade and wall thickness as specified below,suitable to withstand required hydraulic test pressure in random length 4 m -6 m with plain ends. The laying of Pipes conform to IS 5822-1994 and as per CPHEEO mannual and will include all operations such as cutting,welding and jointing bends etc. including flushing,cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer-in-Charge including entire carriage of materials upto all leads and lifts. (Earth work in trenches,butt welding will be measured and paid for seperately)

Providing, Laying, Testing & Jointing in trenches HDPE pipes of following diameters & classes as per IS 4984, PE-80 and jointing the pipes through push type compression joints by hydraulically operated machines upto 110 mm diameter and butt fusion (heat fusion process) above 110 mm diameter i/c necessary fittings,bends,tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest ammendments & shall be provded as per site conditions. Flanging of the pipes shall be made as & where required confirming to code IS 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.Jointing shall be complete in all respects i/c at site upto entire satisfaction of engineer-n charge.

90 mm dia HDPE pipe (PN 4.0, PE 80)

90 mm dia HDPE pipe (PN 6.0, PE 80)

110 mm dia HDPE Pipe PN 4 Class, PE-80

125 mm dia HDPE Pipe PN 4 Class, PE-80

Providing and fixing ISI Marked oxidised M.S. handles conforming to IS: 4992 with necessary screws etc. complete: 100 mm (Item Code HPPWD-SR 2020:- 10.25.2)

Providing, Laying, Testing & Jointing in trenches (to level or grade) G.I. pipes of 100 mm dia (M Class) conforming to IS:1239-2004(Part-i) (latest upto date ammendments) of grade and wall thickness as specified below,suitable to withstand required hydraulic test pressure in random length 4 m -6 m with plain ends. The laying of Pipes conform to IS 5822-1994 and as per CPHEEO mannual and will include all operations such as cutting,welding and jointing bends etc. including flushing,cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer-in-Charge including entire carriage of materials upto all leads and lifts. (Earth work in trenches,butt welding will be measured and paid for seperately)

Providing & Fixing of 75 mm hydrant with Main or Submain line including HDPE Riser 75 mm Double Threaded PN-6.0,75 MM PP Ball Valve,Bend,Male Female Coupler Threaded PN-6.0,Service Saddle PN-6.0 and Elbows Bend with Steel Clamp complete in all respect and jointing by butt fusion process (as per requirement of main & sub main line )For distribution System with 90 mm dia.

Providing, Laying, Testing & Jointing in trenches (to level or grade) G.M.S. tubes OF 125 mm dia (M Class) conforming to IS:1239-2004(Part-i) (latest upto date ammendments) of grade and wall thickness Medium,suitable to withstand required hydraulic test pressure in random length 6 m with plain ends. Complete in all respects to the entire satisfaction of Engineer-in-Charge including entire carriage of materials upto all leads and lifts. (Earth work in trenches,butt welding will be measured and paid for seperately)

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.

OM PRAKASH GOVT CONT

MS Kamal Dev Sharma