Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date27 Jun 2024
Closing Date10 Jul 2024
Tender AmountRefer Documents
Costs
EMD
₹ 55,200Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HPCDP_89717_1Bid Award Id
ViewTender No
NoAgrSLNDPMUJICAODAPhaseII G 42 491 dt27.06.2024Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://hptenders.gov.in
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Documents
BOQ Items
Cutting in earth work and disposal of excavated earth up to a lead of 20 mtrs. (Item Code HPPWDSR 2009 -07010000)
Chiselling work in soft rock : (Item Code HPPWDSR 2009 -07010501)
(50% P.W + 50% Chiseling work for Soft rock.)
2.16
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for: (Item Code HPPWD-SR 2020-5.9)
-
-
-
Foundations, footings, bases of columns,etc. for mass concrete
137.08
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
(Item Code HPPWDSR 2020 - Chapter 5.9.6)
22.6
-
-
Edges of slabs and breaks in floors and walls
Under 20 cm wide.
5.5
-
-
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
109.85
-
-
Extra Allowance for formwork in concrete lining in:
-
-
-
Extra Allowance for formwork in concrete lining in: Bed
102.04
-
-
Extra Allowance for formwork in concrete lining in: Side Slope
87.98
-
-
Boulder filling dry hand packed tightly as in wire crate apron bund (wire crates to be measured separately). (Item Code HPPWDSR 2009 - 1131010000).
11.88
-
-
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.
65.94
-
-
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.
0.18
-
-
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.
56.77
-
-
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.
4.99
-
-
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).
0.04
-
-
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.
102.04
-
-
Side slopes complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
87.98
-
-
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. (Item Code HPPWDSR 2020 - Chapter 11.3)
76
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above.
Mild steel and Medium Tensile steel bars.
2811.44
-
-
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)
449.37
-
-
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.
6.1
-
-
Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 150 mm dia, medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. including flushing , cleaning and hydraulic testing of pipe complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
6
-
-
Providing, laying, jointing, commissioning and testing in trenches (to 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).
180
-
-
Providing and fixing CI Sluice Valve of following dia & class of Leader / Kartar / Kirloskar make with MS Flange of Table 5 as per IS 6392-1971 & welding of MS Flanges in two layers on both faces complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
-
-
-
150 mm dia, PN-1.0 (10.2 Kg/cm²)
2
-
-
Providing circumferencial Butt welded joints by electrical arc welding to GI pipe 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 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.
22
-
-
Providing, welding and fixing of M.S. flanges at suitable reaches, conforming to following table 5; 100 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.
8
-
-
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
-
-
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
6.35
-
-
Cutting of MS Plate permanent engraving marked scale / calibration on the plate and fixed at the site of work.
2
-
-
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
2043
-
-
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