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
₹ 1,18,600Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HPCDP_77547_1Bid Award Id
ViewTender No
NoAgrSLNDPMUJICAODAPhaseII G 42 859 dt11.08.2023Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://hptenders.gov.in
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BOQ Items
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)
1100
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Centering and shuttering including strutting, propping etc. and removal of form work for :
-
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Foundations, footings, bases of columns,etc. for mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
119.3
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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.
78.88
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-
Suspended floors, roofs, landings, balconies and access platform complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
120.24
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Edges of slabs and breaks in floors and walls complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1713.4
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Extra Allowance for formwork in concrete lining.
-
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-
In Bed
221.75
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In Side Slope
279.6
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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 complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
13.14
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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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-
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
141
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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.
12.34
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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.
4.07
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-
In beams, suspended floors, roofs having slope landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases 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.
29.29
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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.
221.75
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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.
279.6
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20 mm cement plaster of mix complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
796.4
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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 complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2234.04
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-
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS:16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter 2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.
(Item Code HPPWDSR 2020-Chapter 16.94)
305
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Providing & Laying in trenches HDPE pipes of 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 Electro 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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140 mm ɸ HDPE Pipe (PN. 6.0, PE. 100)
1100
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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 in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
619.6
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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)
2
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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
6.53
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-
Providing and Fixing CI Sluice Valve 125 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 56.30 Kg & Welding of MS Flanges in two layers on both faces and & i/c carriages in all respects within all leads & lifts.
3
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Providing & Laying in trenches HDPE pipes of 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 Electro 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.
3
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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
2068.2
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