C/o Flow Irrigation Scheme Dulla at G.P. Udaipur, Tehsil Chamba, District Chamba (H.P.)

Amount

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 1.5 m, including getting out the excavated soil and disposal 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 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 layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and 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.

Demolishing cement concrete manually/ by mechanical means including disposal of material within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Dismanteling of old Plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping groung within all leads and lifts complete in all respect 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) within all leads and lifts complete in all respect 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 x 15 cm mesh within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

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

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering,finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

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

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

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns,etc. for mass concrete within all leads and lifts complete in all respect 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 for columns within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Extra Allowance for formwork in concrete lining.

In Bed

In Side Slope

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

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size). within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Centering and shuttering Suspended floors, roofs, landings, balconies and access platform within all leads and lifts complete in all respect 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 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 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 conforming to IS 816-1969 specifications, by using welding electrodes 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 respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

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

Providing and Fixing CI Sluice Valve 80 mm ø (PN 1.0) 10.2Kg/cm² Kartarmakei/c MS Flange of Table5 as per IS 6392-1971 of 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.

Providing and Fixing CI Sluice Valve 100 mm ø (PN 1.0) 10.2Kg/cm² Kartarmakei/c MS Flange of Table5 as per IS 6392-1971 of WT of 31.30 Kg &Welding of MS Flanges in two layers on both faces and & i/c carriages in within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

20 mm cement plaster of mix. (Item Code HPPWDSR 2020-Chapter 13.6)1:4 (1 cement: 4 Coarse sand) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing & Laying 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 following diameter and butt fussion ( heat fusion process) above following diameter i/c necessary fittings,bends,tees & reducers fabricated in accoradance with IS 8360 & IS 8008 with latest ammendments & shall be provided 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 testing at site upto entire satisfaction of engineer-in charge.

Length of 90 mm ɸ HDPE Pipe (PN. 4.0, PE. 80) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Length of 110 mm ɸ HDPE Pipe (PN. 4.0, PE. 80) within all leads and lifts complete in all respect 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 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 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 conforming to IS 816-1969 specifications, by using welding electrodes 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 respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

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

Providing and fixing Air Release Valve of 25 mm Dia. With Service Saddle & GI Nipple in Distribution System including Jointing & fitting complete in all respect. For Distribution System with 110 mm HDPE pipe.within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Restoration Charges for Road Crossing as per HPPWD Norms for Metalled and Tarred road with Bituminous macadam

Printing new lettters and figures of any shade with synthetic enamel black or any other approved colour to give n 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 for within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.