Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date5 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 57,15,787
Costs
EMD
₹ 74,000Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HPCDP_92679_1Bid Award Id
ViewTender No
NoAgrSLNDPMUJICAODAPhaseII G 42 988 dt05.09.2024Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://hptenders.gov.in
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Documents
BOQ Items
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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. All Kinds of soil : (Item Code HPPWD-SR 2020-2.8.1)
95.88
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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 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)
188
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Centering and shuttering including strutting, propping etc. and removal of form work for: (Item Code HPPWD-SR 2020-5.9)
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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. (Item Code HPPWD-SR 2020-5.9.2)
212.47
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In Foundations,footings,bases for columns.
9.63
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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)
800
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Suspended floors,roofs,landings,balconies and access platform (Item Code HPSR 2020-Chapter 5.9.3)
48
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Extra Allowance for formwork in concrete lining in:
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Extra Allowance for formwork in concrete lining in: Bed
179.01
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Extra Allowance for formwork in concrete lining in: Sides
165.4
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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 - All work upto Plinth Level,complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.2
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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 - All work upto Plinth Level,complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
14.4
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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. -All work upto plinth level.
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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., upto floor five level.
39.87
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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.
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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.
0.18
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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. (Item code HPPWD-SR 2020:- 4.2.3)
2.24
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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 :
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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. (Item Code HPPWD-SR 2020:- 5.1.2)
5
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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 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. (Item Code HPPWD-SR 2020:- 5.2.2)
7.73
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In beams,suspended floors,roofs having slope up to 15 degree landings,balconies,shelves,chajjas,lintels,bands,plain window sills,staircases and spiral stair cases above plinth level upto floor five level, excluding cost of centering ,shuttering,finishing and reinforcement (Item Code HPPWDSR 2020 -Chapter 5.3)
16
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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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In Bed complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
179.01
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In walls complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
165.4
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20 mm cement plaster of mix.(Item Code HPPWSDR 2020-Chapter 13.6) 1:4 (1 cement:4 cCoarse sand) .(Item Code HPPWSDR 2020-Chapter 13.6.1)
292
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Providing Mild steel / tor steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete upto plinth level and above plinth level in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. (Item Code HPPWD-SR 2009:- 5.22 & 5.22A)
1988.29
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings,frames,guard bar,;adder,railings,brackets,gates and similar works ,complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. (Item Code HPPWD-SR 2020:- 10.25.2)
697.66
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Cutting of MS Plate permanaent engraving marked scale/calibration on the plate and fixed at the site of work.
2
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Providing and fixing CI Sluice Valve 150 mm dia 10.2 kg/cm2 Kartar make i/c MS Flange of Table-5 as per IS 6392-1971 of 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 125 mm dia PN-1.00 10.2 kg/cm2 Kartar make i/c MS Flange of Table as per IS 6392-1971 of 5 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.
1
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Providing and fixing CI Sluice Valve 80 mm dia PN-1.00 10.2 kg/cm2 Kartar make i/c MS Flange of Table as per IS 6392-1971 of 5 WT of 31.10 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, Laying, Testing & Jointing in trenches (to level or grade) GMS tube (IS : 1239-2004) of 150 mm dia , and medium Class conforming to IS specification capable to withstand required hydraulic test pressure in random length 6 m trs . complete in all respects within all leads and lifts and to the entire satisfaction of Engineer-in-Charge . (Earth work in trenches,butt welding will be measured and paid for seperately)
24
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Providing, Laying, Testing & Jointing in trenches (to level or grade) GMS tube (IS : 1239-2004) of 125 mm dia , and medium Class conforming to IS specification capable to withstand required hydraulic test pressure in random length 6 m trs . complete in all respects within all leads and lifts and to the entire satisfaction of Engineer-in-Charge . (Earth work in trenches,butt welding will be measured and paid for seperately)
63
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Providing, Laying, Testing & Jointing in trenches (to level or grade) GMS tube (IS : 1239-2004) of 80mm dia , and medium Class conforming to IS specification capable to withstand required hydraulic test pressure in random length 6 m trs . complete in all respects within all leads and lifts and to the entire satisfaction of Engineer-in-Charge . (Earth work in trenches,butt welding will be measured and paid for seperately)
48
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Providing,welding and fixing of M.S. flanges @ 1% of Joints at suitable reaches,conforming to following table 5;80 mm as per IS:6392-1971 (Latest with upto date ammendments) and welding of MS flanges with GI pipes/MSERW pipe in two layers on both faces to make the joint leak proof
1
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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.
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75 MM DIA HDPE Pipe Class,PN-6.0,PE. 100
110
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Weep Holes 90 mm, PN 6 Class, PE-100
12.9
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Providing circumferential Butt welded joints by electrical arc welding to GI pipe 125 mm Dia. Having following 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 Orelikon (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.
5
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Providing circumferential Butt welded joints by electrical arc welding to GI pipe 80 mm Dia. Having following 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 Orelikon (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.
5
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Providing and Fixing of 63 mm hydrant with Main or Submain line including HDPE riser 63 mm Double Threaded PN-10.0,63 mm PP Ball Valve,Bend,Male Female CouplerThreaded PN-10.0,Service Saddle PN-10.0 and Elbow bend with Steel Clamp complete in all respect and jointing by electrofusion process (as per requirement of main and sub main line). For Distribution System with 75 mm dia
4
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Providing and fixing Valve Box for Hydrant Size 12" complete in all respects and upto entire satisfaction of engineer-in charge.
4
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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).
21
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Restoration Charges for digging of kachha road/Kachha shoulder
60
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Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, prepration of surface, etc. complete and to the entire satisfaction of the Engineer-in-Charge.
24.63
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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.
2109.15
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