Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date11 Aug 2023
Closing Date28 Aug 2023
Tender AmountRefer Documents
Costs
EMD
₹ 93,200Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HPCDP_77542_1Bid Award Id
ViewTender No
NoAgrSLNDPMUJICAODAPhaseII G 42 857 dt11.08.2023Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://hptenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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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 a lead of 50 m. (Item Code HPPWDSR 2020 - Chapter 2.10)
Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia.
(Item Code HPPWDSR 2020 - Chapter 2.10.1.2)"
4686
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Centering and shuttering including strutting, propping etc. and removal of form for :
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Foundations, footings, bases of columns,etc. for mass concrete
(Item Code HPPWDSR 2020 - Chapter 5.9.1)
108.18
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
(Item Code HPPWDSR 2020 - Chapter 5.9.2)
422.75
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Edges of slabs and breaks in floors and walls
Under 20 cm wide (Item Code HPPWDSR 2020 - Chapter 5.9.16.1)
220
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Extra Allowance for formwork in concrete lining.
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In Bed
84.33
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In Side Slope
100.98
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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)
(Item Code HPPWDSR 2020 - Chapter 4.1.8)
68.31
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level
1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
(Item Code HPPWDSR 2020 - Chapter 4.1.6)
32.84
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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)
(Item Code HPPWDSR 2020 - Chapter 4.1.3)
0.38
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Providing and laying in position specified grade of reinforced cement concrete, excluding the 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)
(Item Code HPPWDSR 2020 - Chapter 5.1.2)
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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.
15.23
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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.
19.73
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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 complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.6
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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:
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Bed complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
84.33
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Side slopes complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
100.98
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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 bars (Item Code HPPWDSR 2020 - Chapter 5.22.1)
2558.92
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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.
(Item Code HPPWDSR 2020 - Chapter 10.2)
821.63
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Providing & Laying in trenches HDPE pipesof following diameters & classes as per IS 4984 , PE-100 and jointing the pipes through push type compression joints by hydraulically operated machines upto 110 mm diameter and butt fussion ( electro fusion process) above 110 mm 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.
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Weep Holes in Retaining Wall 90 mm Dia HDPE Pipe
13.64
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Providing & Laying in trenches HDPE pipesof 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 fussion ( heat fusion process) above 110 mm 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.
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160 mm ɸ HDPE Pipe (PN. 4.0, PE. 80)
2496
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90 mm ɸ HDPE Pipe (PN. 4.0, PE. 80)
2190
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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)
132
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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)
36
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Providing, welding and fixing of M.S. flanges at suitable reaches, conforming to following table 5; 150 mm as per IS:6392-1971 (Latest with upto date amendments) and welding of MS 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 for 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 3.00mm conforming to IS : 2712-1998. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts.
3
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Providing circumferencial Butt welded joints by electrical arc welding to GI pipe having 150mm 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.
11
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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 MS 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 for 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 3.00mm conforming to IS : 2712-1998. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts.
2
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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 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.
3
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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.
4
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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.
14
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Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete
(Item code HPPWDSR 2020- Chapter 9.66)
125 mm. (Item code HPPWDSR 2020 Chapter-9.66.1)
39
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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. (Item Code HPPWDSR 2020-Chapter 13.52.1) On Steel Work
40.17
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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
40
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Restoration Charges for Road Crossing as per HPPWD Norms for Metalled and Tarred road with Bituminous macadam
6
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writing 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
2126.85
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