Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date9 Aug 2023
Closing Date22 Aug 2023
Tender Amount₹ 20,35,040
Costs
EMD
₹ 38,100Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HPCDP_77403_1Bid Award Id
ViewTender No
F(5)-30/2023-673dt09.08.2023Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://http://hpcdp.nic.in/
GEM & Bid Advisory Services
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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 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.
942
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Centering and shuttering including strutting, propping etc. and removal of form work for :
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Foundation plinth , footing , bases of column, etc. For mass concrete .complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
40.24
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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.
81.33
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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 shuttring in circular work (20% of respective centering and shuttering )
90.21
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Suspended floor Columns, Pillars, Piers, Abutments, Posts and Struts complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
8.22
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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.
87.94
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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.
17.78
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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.
17.52
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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.
25.06
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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 thicknessincluding 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.
1.37
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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.
17.78
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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.
17.54
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Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.04
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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.
13.58
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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.
4.96
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Reinforced cement concete work in beams, suspended floors, roofs having slope upto 15 degree landing , balconies, shelves, chajjas, lintel , bands, plain window sills, staircase and spiral stair cases above plinth level up to floor five level , excluding the cost of centeringb , shuttering , finishing and reinforcemen with 1:1.5:3 ( 1 cement : 1.5 coarse sand:3 graded stone aggregates 20 mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.19
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Providing and laying in position reinforced cement concrete 1:1:2 (1cement : 1coarse sand : 2graded stone aggregate 20 mm nominal size) and curing complete in and excluding cost of form work in foundation and plinth complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.28
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Providing and laying in position reinforced cement concrete 1:1:2 (1cement : 1coarse sand : 2graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in wall including attached buttress pilasters and thire caps basis and string courses etc. upto floor two level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
9.18
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Filling in plinth with sand under floor including watering, ramming , consolidating and dressing complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.47
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P/L Damp proof course 40 mm thick with cement concrete 1:2:4 (1 cement :2 sand:4 graded stone aggregates 10 mm nominal size) and curing complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.77
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Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg. Per sqm. On damp proof course after cleaning the surface with brushes and finely with a piece of cloth lightly soaked in kerosene oil complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.77
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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.
3.04
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Brick work with common burnt clay F.P.S (non modular) Bricks of class designation 7.5 in foundation and plinth Cement mortar 1:6(1 cement:6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
5.23
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Brick work with common burnt clay F.P.S (non modular) Bricks of class designation 7.5 in super structure above plinth level upto floor V level in all shape and size in Cement mortar 1:6(1 cement:6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3.93
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Half Brick masonery work with common burnt clay F.P.S (non modular) Bricks of class designation 7.5 in super structure above plinth level upto floor V level in all shape and size in Cement mortar 1:6(1 cement:6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.35
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Cement concrete flooring 1:2:4(1 cement :2 coarse sand :4 graded stone aggregates) finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4.28
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15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement :4 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
38.34
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6 mm cement of plaster mix 1:3 ( 1 cement :3 fine sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
7.32
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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.
2348.25
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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.
553.51
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P/F one mm thick M.S Sheet garage door with frame and diagonal braces or 40 x 40 x 6 mm angle iron 3.15 mm M.S Gusset Plate at junction and corners 25 mm dia pully 40x40x6 mm angle and T-iron guide at the top and the bottom respectivelyincluding applying a primer coat of red lead paint. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4.32
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P/F angle iron frames for doors windows and ventilators of mild steel angle section of size 35x35x5 mm joins mitred and welded by angle iron 35x35x5 mm or 35x5 mm flat pieces of the existing T- iron frame or to the wall with dash fastner including fixing of neccessary butt hinges and screw 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.
39
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P/F M.S round or square bar with M.S flat at required spacing in wooden frames of windows and clerestory windows ( M.S Grill )complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
38.79
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P/F 40x5 mm flat iron hold fast40 cm. Long including fixing to frame with 10 diameter bolts , nuts and wooden plugs and embedding in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement:3 coarse sand:6 graded stone aggregates 20 mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
10
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P/F ISI Marked oxidised M.S sliding door bolts with nuts and screw etc. Size ( 250x16 mm ) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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P/F ISI Marked oxidised M.S tower bolt black finish (barrel type ) with neccessary screw etc. Size (250x10 mm ) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4
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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.
10
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P/F on wall face C.I rain water pipes including fitting the joint with spun yarn and cement mortar 1:2 ( 1cement:2 sand ) and dia 100 mm etc.complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6.3
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Providing & fixing on wall face unplassticised - PVC moulded fittings/ accessories for unplasticised rigid PVC rain water pipe conforming to IS :- 13592 tYPEa, Including , jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion.( 110 mm dia single pushfit coupler )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 & fixing on wall face unplassticised - PVC moulded fittings/ accessories for unplasticised rigid PVC rain water pipe conforming to IS :- 13592 tYPEa, Including , jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion.( 110 mm dia Bend )
2
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Providing & fixing unplasticised -PVC pipe clips of approved design to unplasticised PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S screw of required length , including cutting brick work and fixing in cement mortar 1:4 (1 cement :4 coarse sand) and 110 mm dia complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6
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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.
16.21
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White Washing with limeto give an even shade new work ( 3 or more coat) etc.complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
22.6
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Finishing walls with water proofing cement paint required shade new work ( Two or more coats applied @ 3.84 kg./10 sqm) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
21.26
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P/F M.S Fan clamp type one of 16 mm dia M.S Bar bent to shape with hooked end in R.C.C Slab during laying including painting the exposed portion of loop, all as epr standard design complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Making plinth protection 50 mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregates 20 mm nominal size) over 75 mm thick bed of dry brick blast 40 mm nominal size, well rammed and consolidated and grouted with fine sand including neccessary excavation levelling dressing and finishing the top smooth complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3.32
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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 )
1
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100 mm dia , PN-1.0 ( 10.2 kg/cm2 )
3
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150mm dia , PN-1.0 ( 10.2 kg/cm2 )
4
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Providing double flanged cast iron reflux/non return valveflowing class of leader/ kirloskar/ kartarmake and flowing dia dia for rising main and capapble of with standing flowing normal seat pressure conforming to BS: 1868/API-600 or latest ammendments 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
1
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Providing and fixing HDPE Air release valve 25 mm dia , with G.I Socket of 25 mm dia Tee & G.I Nipple of 25 mm Dia , 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. (25 mm Dia)
1
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Providing Laying, jointing and testing in trenches (to level or grade) G.I. pipes of following dia (M class) conforming to IS:1239-2004(Part - I ) (latest upto date amendments) of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4 m-6 m with plain ends and jointed with MS Flanges for 1% of length conforming to IS:6392-1971 (latest upto date amendments) and welding of flanges as per IS: 816-1969 with electrodes as per IS:814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00mm in thickness as per IS:2712-1998. & butt welded joints. The welding of flanges to be done on both faces in two layers on outer face & one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-Charge. The laying of Pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer-in-Charge including entire carriage of materials upto all leads and lifts. (Earth work in trenches, butt welding will be measured and paid for seperately)
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80 mm Dia GI Pipe (M Class)
156
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100 mm Dia GI Pipe (M Class)
12
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150 mm Dia GI Pipe (M Class)
22
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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) 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.
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80 mm Dia GI Pipe (M Class)
2
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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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80 mm Dia GI Pipe (M Class)
26
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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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90 mm dia HDPE pipe (PN 4.0, PE 80)
475
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110 mm dia HDPE pipe (PN 4.0, PE 80)
293
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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.
1999
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Providing and fixing of 75 mm hydrant with main or submain line including HDPE Riser 75 mm double threaded PN-6.0, 75 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 90 mm dia HDPE pipe
8
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For Distribution System 110 mm dia HDPE pipe
5
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Restoration chrges for road crossing as per HPPWD Norms for digging of mettlaed and tarred road with bituminous macaddam.complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.( Road Crossing in G.I Pipe)
12
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Design , manufacture, supply , transport, errection , testing , installation and commissioning of grid standalone solar photovoltaic water pumping system with remote monitoring system including complete waranty and its repasir maintaince for 5 years at farmer's field. SPV Submerisble pump ( water filled motor) with normal controller. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. (Discharge Required 4.08 Lps. & Total Head 29.35mtr. Tentative BHP Required 3 HP)
1
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