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 Amount₹ 57,31,882
Costs
EMD
₹ 78,700Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HPCDP_89714_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
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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 100 m :. (Item Code HPPWDSR 2020 - Chapter 2.10)
1194
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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.)
0.45
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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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Foundations, footings, bases of columns,etc. for mass concrete
47.08
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Suspended floors, roofs, landings, balconies and access platform.
16.2
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Edges of slabs and breaks in floors and walls
Under 20 cm wide.
373.8
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Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
475.65
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
215.4
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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
30.11
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Extra Allowance for formwork in concrete lining in: Side Slope
30.08
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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).
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. 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)ads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.75
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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.
38.57
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Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 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 upto Plinth Level.
141.96
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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.
0.58
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Retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level,
1.43
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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.
22.62
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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.
23.56
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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).
6.12
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Providing and laying cement concrete 1:1:2 (1 cement : 1 sand :2 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement in reinforced concrete work:
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Foundation and plinth 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.
6.85
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Walls i/c attaached buttresses,pilasters and their caps and bases string courses etc. upto foor two 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.
21.95
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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.
30.11
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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.
30.08
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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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Boulder Stone Upto 150mm
1.6
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Stone Aggregate 40mm
2
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Stone Aggregate 10-20mm
2
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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 & above.
Mild steel and Medium Tensile steel bars.
4887.63
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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)
977.19
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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.
84
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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).
18
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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 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).
24
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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.
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150 mm dia, PN-1.0 (10.2 Kg/cm²)
13
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100 mm dia, PN-1.0 (10.2 Kg/cm²)
12
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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.
1
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Providing & Laying in trenches HDPE pipesof 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 electrofusion ( 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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HDPE Pipe 110 mm ɸ (PN. 6.0, PE. 100)
1182
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HDPE Pipe 90 mm ɸ (PN. 4.0, PE. 80) for weep holes
45.15
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Providing & 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 Coupler Threaded 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 & sub main line).For Distribution System with 110 mm Dia.
15
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Providing & Fixing Valve Box for Hydrant Size 12" (Rectangular) complete in all respects and upto entire satisfaction of engineer-in charge. 12" (Rectangular) Valve Box Chamber
15
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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.I. staples, turn buckles etc. complete. Cost of posts, struts, earth work and concrete work to be paid for parately). payment to be made per metre cost of total length of barbed wire used. With GI Barbed Wire.
289.85
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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)
14
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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
28.91
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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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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
2031.3
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