Himachal Pradesh Agriculture Development Society Tender

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Himachal Pradesh Agriculture Development Society Tender

Works
Agriculture or Forestry Works
Eprocure
Opening Date28 Jan 2025
Closing Date10 Feb 2025
Tender Amount₹ 6,08,920 
Notes
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Costs

Description

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BOQ Items

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Centering and shuttering including strutting, propping etc. and removal of form work for :

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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

93.29

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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.

0.5

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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 40 mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

0.81

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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.

11.05

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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.

9.15

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

1045.59

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

135.29

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Providing and fixing G.I Chain link Fabric fencing of required width in mesh size 50 x50 mm including strengthning with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of engineer in charge

98.4

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Providing, laying, jointing , commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239: 2004 of 65 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.

54.1

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Providing,welding and fixing of M.S. flanges after every 15 No. pipes (90m interval), conforming to following table 5;65mm 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 GI Pipes/MSERW Pipes to be measured & paid for separately). The welding of flanges should conform to IS816-1969 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 to the entire satifaction of engineer in charge with in all leads and lifts. Rising Main from Tubewell to Tank

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Providing,welding and fixing of M.S. flanges for delivery pipe at 3 m interval at suitable reaches, conforming to following table 5; 65mm 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 GI Pipes/MSERW Pipes to be measured & paid for separately). The welding of flanges should conform to IS816-1969 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 to the entire satifaction of engineer in charge with in all leads and lifts. Delivery Pipe from Pump

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Providing circumferential butt welded joints by electrical arc welding to GI pipe, welded in requisite number 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 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, include Die pentration test,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.

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65 mm Dia GI Pipe (M Class)

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100 mm Dia GI Pipe (M Class)

3

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Providing, laying, jointing, commissioning & testing in trenches HDPE pipes of following diameters & classes as per IS 4984 (1995) and jointing the pipes with push type compression joints by hydraulically operated machines, butt fussion welding & electro fusion welding machines i/c necessary fittings, bends, tees, unions, flanges, collars & reducers etc. confirming to IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions. Flanging of the pipes shall be made as & where required. Jointing shall be confirming to IS code 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. All manufacturing maerial used shall be in accordance to IS 4427-2007 (latest revision) with 100 % virigin pre-compounded or natural PE resin. Jointing shall be complete in all respects i/c testing at site upto entire satisfaction of the Engineer-in-Charge. For Approved makes as per the list Enclosed in bidding Document Page No. CF-8.

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Length of 63 mm Dia HDPE Pipe (PN.4 PE.80)

440

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Supply of Submersible pumping set of KSB/Kirloskar/SU/Johnstion/ Lubi make comprising to latest relevant BIS Code the pump should be fitted with bronze impeller of suitable alloys as per IS :8034-1979 Latest suitable for clear water having greased packed bearing and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for soft coupled to a submersible squirrel cage electric induction motor ( water proof type )of required HP, RPM 2900 of reputed make conforming to BIS 9238-1979 latest with up to date amendments totally dust and water proof for submersible duty isolated from pump b intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearing and provided with stainless steel thrust bearing plate to with stand non vertical load with minimum wear and pear it should also be fitted with a device to take up expansion of water with the heating of motor including with all accessories required (Discharge Required 1.55 LPS & Total Head 50.84 mtr.) .

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Providing & fixing of 63 mm hydrant with Main or Submain line including HDPE Riser 63 mm Double Threaded PN-10 ,75 mm PP Ball Valve, Bend, Male Female Coupler Threaded PN-10,Service Saddle PN-10 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 63 mm dia

6

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Providind and fixing CI Non Return Valve 65mm dia (PN-1.0) 10.2 Kg/cm2 Kartar make i/c MS Flange of Table 5 as per IS 6392-1971 WT of 23.30 Kg & Welding of MS Flanges in two layers on both faces and i/c carriages complete in all respects and upto entire satisfacton of engineer-in charge.

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Providind and fixing valve box for hydrant size 12'' (Rectangular) complete in all respects and upto entire satisfacton of engineer-in charge.

6

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