Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date7 Jan 2025
Closing Date21 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 46,300Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_HPCDP_97619_1Tender No
NoAgrSLNDPMUJICAODAPhaseII G 42 1744 dt07.01.2025Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://hptenders.gov.in
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Documents
BOQ Items
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and 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 50 m. (Item Code HPPWDSR 2020 - Chapter 2.8)
All Kinds of soil : (Item Code HPPWDSR 2020 - Chapter 2.8.1)
29.8
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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) All Kinds of Soil
414
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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, butteresses, plinth and string courses etc.
(Item Code HPPWDSR 2020 - Chapter 5.9.2)
234.38
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Foundations, footings, bases for columns (Item Code HPPWDSR 2020 - Chapter 4.3.1)
92.09
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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)
43.8
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Extra Allowance for formwork in concrete lining.
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In Bed
52.11
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In Side Slope
52.07
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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 20 mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
7.29
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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 20 mm nominal size)
(Item Code HPPWDSR 2020 - Chapter 4.1.5)
3
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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)
0.18
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Providing and laying in position reinforced cement concrete 1:1:2 (1cement : 1 coarse sand) : 2 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.
6.04
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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.
14.68
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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.
22.55
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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.
7
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Reinforced cement concrete work 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 with 1:1.5:3 (1cement : 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
(Item Code HPPWDSR 2020 - Chapter 5.3)
0.36
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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.
52.11
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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.
52.07
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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.
2687.34
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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)
723.09
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Boulder filling dry hand packed tightly as in wire crate apron bund (wire crates to be measured separately). (Item Code HPPWDSR 2009 - 1131010000).
9
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Cutting of MS Plate permanent engraving marked scale / calibration on the plate and fixed at the site of work
1
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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.
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HDPE Pipe 75 mm ɸ (PN. 6.0, PE. 100)
110
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HDPE Pipe 140 mm ɸ (PN. 6.0, PE. 100)
280
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Providing, laying, jointing and testing in trenches (to level or grade) GMS tube ( IS : 1239-2004) of 25 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)
0.4
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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)
6
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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)
30
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Providing, laying, jointing and testing in trenches (to level or grade) GMS tube ( IS : 1239-2004) of 125 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)
120
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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)
63
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Providing circumferencial Butt welded joints by electrical arc welding to Gl pipe having following 125 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.
17
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Providing circumferencial Butt welded joints by electrical arc welding to Gl pipe having following 150 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.
8
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Providing, welding and fixing of M.S. flanges @ 1% of Joints 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.
1
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Providing, welding and fixing of M.S. flanges @ 1% of Joints at suitable reaches, conforming to following table 5; 125 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 and Fixing CI Sluice Valve 100 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.
6
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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 31.10 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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Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.1. staples, turn buckles ete, complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. (Item Code HPSR 2020 - Chapter 16.18) (Item Code HPSR 2020 - Chapter 16.18.1) With Gl Barbed Wire.
241.2
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Providing & Fixing Puddle Collar 80 mm dia. complete with all necessary fitting & accessories.
4
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Providing & Fixing PP Ball valve 75mm dia. with flange complete with all necessary fitting & accessories.
4
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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)
17
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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
26.75
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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
2058.45
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