Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date24 Sep 2024
Closing Date7 Oct 2024
Tender Amount₹ 60,21,700
Costs
EMD
₹ 92,800Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HPCDP_93500_1Bid Award Id
ViewTender No
F(5)-106/2024-1278dt24.09.2024Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://http://hpcdp.nic.in/
GEM & Bid Advisory Services
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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 then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
3395
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Centering and shuttering including strutting, propping etc. and removal of form work for :
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Foundations, footings, bases for columns, mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
278.72
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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.
235
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Suspended floors, roofs, landing, balconies and access platform complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.8
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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. (Extra for shuttering in circular work (20% of respective centering and shuttering item)
255.01
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Edges of slab and break in floor and walls complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
31.7
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Extra Allowance for formwork in concrete lining 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.
49.58
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In sides complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
68.54
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Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 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.
1.55
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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.
83.45
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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) excluding the cost of centering , shuttering in All work up to plinth level, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
17.85
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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) in retaining walls, return walls , walls (any thickness including attached plasters , columns, piers, abutments, pillars, post , struts buttresses, string aur or lacing courses, parapets, coping , bed blocks , anchor block plain windows sills , fillets sunken floors etc.up to five level , excluding the cost of centering , shuttering and finishing complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
8.5
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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 for all work up to plinth level 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.
0.38
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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.
53.26
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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.
16.17
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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 and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.59
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Providing and laying in position reinforced cement concrete 1:1:2 ( 1cement : 1 sand : 2 graded stone aggregate 20 mm nominal size) and curing complete:
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In foundation, 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.
12.74
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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.
26.18
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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.
49.58
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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.
68.54
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Providing and Laying Stone/ Boulder filling behind the Retaining wall , also under floor and upstream of i/ gallery/ under floor etc.complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
21.45
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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.
5627.41
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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.
966.65
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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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80 mm dia, PN-1.0 (10.2 Kg/cm²)
2
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150 mm dia, PN-1.0 (10.2 Kg/cm²)
10
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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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75 mm dia HDPE pipe (PN 6.0, PE 100)
2500
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90 mm dia HDPE pipe (PN 6.0, PE 100)
253
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110 mm dia HDPE pipe (PN 6.0, PE 100)
112
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90 mm dia HDPE pipe (PN 6.0, PE 100) for weep hole
12.5
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Providing, laying, jointing , commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239: 2004, 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.
-
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25 mm Dia
0.8
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80 mm Dia
48
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150 mm Dia
539
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Providing circumferencial Butt welded joints by electrical arc welding to G.I pipe having 80 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 respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
4
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Providing circumferencial Butt welded joints by electrical arc welding to G.I pipe having 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 respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
58
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Providing and welding M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) 150 mm Dia Medium Class with plain end GI pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of GI pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 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.
14
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Providing, laying, jointing, testing & commisioning at site in trenches bevelled ended BIS marked MSERW pipes following dia of various grade conforming to IS/ISO-3183-2012 L260 or X42 or its equivalent latest specifications with up to date amendments of following dia with upto date amendments having wall thickness and per Rmt weight as mentioned below and capable of withstanding required test pressure as prescribed in BIS code in random lengths of 6 to 7 mtr. 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.
-
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MSERW Pipe 250 mm Dia
3
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Providing and welding M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) 250 mm Dia MSERW Pipe with plain end MSERW pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 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.
1
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P/F 8 mm thick MS Fish Plate including all fitting (250 mm Dia MSERW Pipe) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.06
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Providing/ Placing in horizontal layers filtered media duly graded, screened , washed & cleaned as specified by complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
-
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Boulder Stone upto 150mm
1
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Stone Aggregates 40 mm
1
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Stone Aggregates 10-20 mm
1
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Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
48.76
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Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
21
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Providing and fixing of 63 mm hydrant with main or submain line including HDPE Riser 63 mm double threaded PN-6.0, 63 mm PP ball valve, bend, male female coupler threaded PN-6.0, service saddle PN-6.0 and elbow bend with steel clamp complete in all respect and jointing by butt fusion process (as per requirement of main & sub main line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
-
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For Distribution system with 75 mm Dia HDPE Pipe
27
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For Distribution system with 90 mm Dia HDPE Pipe
2
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For Distribution system with 110 mm Dia HDPE Pipe
1
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Providing and fixing Valve Box for hydrant Size 12'' (Rectangular) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
31
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Providing and fixing Air Release Valve of 25 mm Dia with service saddle and G.I nipple in distribution system including jointing & fitting complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
7
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Providing and fixing Puddle collar 80 mm Dia with flange complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6
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Providing and fixing Puddle collar 100 mm Dia with flange complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing and fixing PP Ball Valve 75 mm Dia , with flange complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
13
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Providing and fixing PP Ball Valve 90 mm Dia , with flange complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2
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Providing and fixing PP Ball Valve 110 mm Dia , with flange complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Cutting of MS Plate permanents engraving marked scale/ calibration on the plate and fixed at the site of work complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Fencing with angle iron post at required distance embeded 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 diagonal interwoven with horizontal wires , of babrbed wire weighing 9.38 kg. per 100m (minimum), betwwen the two posts fitted and fixed with G.I staple , turn buckels etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
566.3
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Restoration charges for digging of metalled road & shoulder including getting permission from concerned authority & repair the same complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
36
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Writing new letters and figures of any shade with synthetic enamel black or any other approved colour to give an 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 complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2066.25
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