The Himachal Pradesh State Industrial Development Corporation Limited Tender
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The Himachal Pradesh State Industrial Development Corporation Limited - HPSIDC Tender
Civil And Construction
Excavation
Eprocure
Opening Date19 Mar 2025
Closing Date28 Mar 2025
Tender Amount₹ 8,62,647
Costs
EMD
₹ 17,300Document Cost
₹ 1,100Tender Fee
Refer Documents
Summary
Construction Of Mining Check Post (pre-fabricated) And Septic Tank At Hayona, Teh. Kamrau, Distt. Sirmour (hp).
Description
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Contact
Tender Id
2025_SIDC_102303_1Tender No
Job No. 2Tender Authority
The Himachal Pradesh State Industrial Development Corporation Limited ViewPurchaser Address
-Website
http://hptenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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b) Columns, Pillars, Piers, Abutments, Posts and Struts
21.87
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c)Lintels, beams, plinth beams, girders, bressumers and cantilevers
22.2
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d) Suspended floors, roofs, landings, balconies and access platform.
1.49
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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 : 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size)
7.19
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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 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).
2.55
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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. Mild steel and Medium Tensile steel bars.
616
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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 in: Cement mortar 1:6 (1 cement : 6 coarse sand)
4.7
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Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete as per direction of Engineer-in-Charge.
3
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Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm
5
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Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 250x10 mm
42
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Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm
26
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Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper as per direction of Engineer-in-Charge.
2
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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
590.43
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Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
4.11
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Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of tile 600x600 mm as per direction of Engineer-in-Charge.
25.11
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Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. as per direction of Engineer-in-Charge.
1.62
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
33.24
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron).
95.19
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately).
134.63
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Providing and fixing 12 mm thick prelaminated partical board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer- in-charge. :Pre-laminated particle board with decorative lamination on both sides as per direction of Engineer-in-Charge.
7.49
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Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) as per direction of Engineer-in-Charge.
9.64
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Providing & fixing 50 mm thick PUF wall panels continous line sandwithch with 0.5 thick TCT PPGI, (120 Gm, 240 mpa, coated sheet on both side having polyurethane foam of density 40+2Kg/Cum between sheets. The panel sheet shall have one meter width and panel height as per height of room without any joint. The panel shall be fixed in toungue and grooved joint with help of flashing comprising of PPGI u channels, L-section, end cap, POP revets, screws and other accessories complete in all respect. The PUF shall be CFC free and ozone friendly made with blowing agent will be N-Pantene. The gap at joint shall be filled with silicon sealant of approved brand (Macoy, pidilite or its equivalent). These panels shall be fixed in alignment and plumb in all respect to the entire satisfaction to the Engineer-in-charge.
100.25
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Providing & fixing 50 mm thick PUF wall panels continous line sandwithch with 0.5 thick TCT PPGI, (120 Gm, 240 mpa, coated sheet on both side having polyurethane foam of density 40+2Kg/Cum between sheets. The panel sheet shall have one meter width and panel height as per height of room without any joint. The panel shall be fixed in toungue and grooved joint with help of flashing comprising of PPGI u channels, L-section, end cap, POP revets, screws and other accessories complete in all respect. The PUF shall be CFC free and ozone friendly made with blowing agent will be N-Pantene. The gap at joint shall be filled with silicon sealant of approved brand (Macoy, pidilite or its equivalent). These panels shall be fixed in alignment and plumb in all respect to the entire satisfaction to the Engineer-in-charge.
37.21
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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 : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia as per direction of Engineer-in-Charge.
12.5
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Providing & fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete. (a) 110mm dia.
16.5
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Providing and fixing PVC Plain bend ISI marked including fixing with approved adhesive etc. complete (a) 110mm dia
4
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Providing and fixing PVC Door with oval access door, insertion rubber washer 3mm thick bolts and nuts ISI marked complete including fixing with approved adhesive etc. complete. (a) 110mm dia
2
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Providing and fixing Double equal branch of required degree with oval access door insertion rubber washers 3mm thick bold and nuts complete. (a) 110mm dia
2
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Providing and fixing PVC floor trap of self cleaning design with sand cast iron screwed down or hinged grating with or without vent arm complete I/c cost of cutting and making good the walls and floors. 110mm x 90mm. as per direction of Engineer-in-Charge.
4
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Extra for fixing marbel/granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete as per direction of Engineer-in-Charge.
1.8
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge : 15 mm dia nominal bore
20
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Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete. 15 mm nominal bore
1
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Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
2
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Providing & fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete. 150mm dia.
10
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Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
2
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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P.
1
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Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid as per direction of Engineer-in-Charge.
1
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Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length
4
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Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
500
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Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore
3
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Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 : 15 mm nominal bore
2
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Providing and fixing 100 mm sand cast Iron grating for gully trap as per direction of Engineer-in-Charge.
3
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Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete as per direction of Engineer-in-Charge.
1
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Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 510x1040 mm bowl depth 178 mm as per direction of Engineer-in-Charge.
1
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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. All kinds of soil. as per direction of Engineer-in-Charge.
39.8
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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 40 mm nominal size) as per direction of Engineer-in-Charge.
0.94
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Centering and shuttering including strutting, propping etc. and removal of form for : (i) Foundations, footings, bases of columns, etc. for mass concrete.
2
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ii) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
31.68
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iii) Suspended floors, roofs, landings, balconies and access platform.
2.28
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iv) Edges of slabs and breaks in floors and walls
9.2
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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 : 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) as per direction of Engineer-in-Charge.
1.18
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) as per direction of Engineer-in-Charge.
2.74
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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 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) as per direction of Engineer-in-Charge.
0.67
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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. Mild steel and Medium Tensile steel bars. (Tata/Sail/RINL/Shyam steel make) as per direction of Engineer-in-Charge.
367.2
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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D - 20 Circular shape 560 mm internal diameter as per direction of Engineer-in-Charge.
2
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15 mm cement plaster on the rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) as per direction of Engineer-in-Charge.
15.84
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