Rural Works Department Tender
View complete overview of Uttarakhand RWD Tender
Rural Works Department - RWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date15 Jan 2024
Closing Date30 Jan 2024
Tender Amount₹ 99,21,000
Costs
EMD
₹ 1,99,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RES_67670_2Bid Award Id
ViewTender No
2549/ Dated 15-01-2024Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://res.uk.gov.in/
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Documents
BOQ Items
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Random rubble masonry with hard stone in foundation and plinth i levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)
2.51
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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)
59.6
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Half brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand)
1.2
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Reinforced cement concrete work in excluding shuttering, finishing and reinforcement--- 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Substructure
18.86
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Reinforced cement concrete work in excluding shuttering, finishing and reinforcement--- 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Superstructure
13.49
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Reinforced cement concrete work in beams, suspended floors, roofs havingslope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plainwindow sills, staircases and spiral stair cases above plinth level up tofloor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarsesand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
5.03
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Centring and shuttering including strutting,ropping etc. and removal of form for
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Foundations, footings, bases of columns, etc. for mass concrete
63.06
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Columns, Pillars, Piers, Abutments, Posts and Struts
116.48
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Lintels, beams, plinth beams, girders, bressumers and
cantilevers
105.54
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Suspended floors, roofs, landings, balconies and access platform.
54.5
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more.
4327.62
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Providing and fixing factory made uPVC white colour sliding glazed windowupto 1.50 m in height dimension comprising of uPVC multi-chamberedframe with in-built roller track and sash extruded profiles duly reinforcedwith 1.60 ± 0.2 mm thick galvanized mild steel section made from rollforming process of required length (shape & size according to uPVCprofile), appropriate dimension of uPVC extruded glazing beads anduPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (whitepowder coated) touch locks with hook, zinc alloy body with single nylonrollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mmsize for fixing frame to finished wall and necessary stainless steel screwsetc. Profile of frame & sash shall be mitred cut and fusion welded at allcorners, including drilling of holes for fixing hardware's and drainage ofwater etc. After fixing frame the gap between frame and adjacent finishedwall shall be filled with weather proof silicon sealent over backer rod ofrequired size and of approved quality, all complete as per approveddrawing & direction of Engineer-in-Charge. (Single / double glass panes,wire mesh and silicon sealent shall be paid separately)Three track three panels sliding window with fly proof SS wiremesh (Two nos. glazed & one no. wire mesh panels) made of(small series) frame 92 x 44 mm & sash 32 x 60 mm
both having wall thickness of 1.9 ± 0.2 mm and single glazing
bead of appropriate dimension (Area of window upto 1.75 sqm).
3.6
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Providing and fixing factory made uPVC white colour casement/ Casementcum fixed glazed door comprising of uPVC multi-chambered frame,sash and mullion (where ever required) extruded profiles duly reinforcedwith 1.60 ± 0.2 mm thick galvanized mild steel section made from rollforming process of required length (shape & size according to uPVCprofile), uPVC extruded glazing beads of appropriate dimension, EPDMgasket, zinc alloy (white powder coated) 3D hinges and one handle oneach side of panels along with zinc plated mild steel multi point lockinghaving transmission gear, cylinder with keeps and one side key, G.Ifasteners 100 x 8 mm size for fixing frame to finished wall and necessarystainless steel screws, etc. Profile of frame & sash shall be mitred cutand fusion welded at all corners, mullion (if required) shall be also fusionwelded including drilling of holes for fixing hardware's and drainage ofwater etc. After fixing frame the gap between frame and adjacent finishedwall shall be filled with weather proof silicon sealent over backer rod ofrequired size and of approved quality, all complete as per approveddrawing & direction of Engineer-in-Charge. (Single / double glass panesand silicon sealent shall be paid separately)Casement door with top hung ventilator with 3D and S.S. frictionhinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all havingwall thickness of 2.3 ±. 0.2 mm and single glazing bead /double glazing bead of appropriate dimension.(Area of door
upto 2.50 sqm
2.1
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Structural steel work riveted, bolted or welded in built up se trusses and framed work, including cutting, hoisting, fixing in and applying a priming coat of approved steel primer all complete
150
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Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer, including welding andbolted with special shaped washers etc. complete.Hot finished welded type tubes
3723
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Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thickM.S. Sheet, joints mitred, welded and grinded finish, with profiles ofrequired size, including fixing of necessary butt hinges and screws andapplying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal siz
49.98
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Providing and fixing 12 mm thick frameless toughened glass doorshutter of approved brand and manufacture, including providing andfixing top & bottom pivot & double action hydraulic floor springtype fixing arrangement and making necessary holes etc. for fixingrequired door fittings, all complete as per direction of Engineer-in charge (Door handle, lock and stopper etc.to be pa
4.95
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Renewing glass panes, with putty and nails wherever necessary
including racking out the old putty Float glass panes of nominal thickness 5 mm (weightnot less than 12.5kg/sqm)
6.93
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Stainless steel wire guage (Grade-304) aperture 1.4 mm and
0.50mm dia wire
3.6
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Brick work with F.P.S. bricks of class designation 75 in superstruct level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
72.43
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Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)
132.25
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Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars atevery third course of half brick masonry
128.25
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12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand)
796.26
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Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a float cement. 12 mm cement plaster
25.85
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Providing and laying water proofing treatment on roofs of slabs byapplying cement slurry mixed with water proofing cement compoundconsisting of applying:
(a) after surface preparation, first layer of slurry of cement @ 0.488
kg/sqm mixed with water proofing cement compound @ 0.253
kg/sqm.
(b) laying second layer of Fibre glass cloth when the first layer is
still green. Overlaps of joints of fibre cloth should not be less
than 10 cm.
(c) third layer of 1.5 mm thickness consisting of slurry of cement
@ 1.289 kg/sqm mixed with water proofing cement compound
@ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will
be allowed to air cure for 4 hours followed by water curing for 48
hours. The entire treatment will be taken upto 30 cm on parapet
wall and tucked into groove in parapet all around.
(d) fourth and final layer of brick tiling with cement mortar (which
will be paid for separately
28.85
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Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
3.5
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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 @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm
12
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40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone
1210.68
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40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. White sand stone
16.2
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Marble stone flooring with 18 mm thick marble stone, as per sample ofmarble approved by Engineer-in-charge, over 20 mm (average) thick baseof cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed withgrey cement slurry, including rubbing and polishing complete withUdaipur green marble
0.69
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chequerred precast cement concrete tiles 22 mm thick in footpath &courtyard, jointed with neat cement slurry mixed with pigment to matchthe shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Ordinary cement without any pigmen
15
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Providing and laying pressed clay tiles (as per approved pattern 20mm nominal thickness of approved size) on roofs jointed with cementmortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral waterproofing compound, laid over a bed of 20 mm thickcement mortar1:4 (1 cement : 4 coarse sand) and finished neat complete.
13.5
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P/F G.F.R.C. Wall tile over 12mm thick 1.3 c/s mortor and jointing with grey cement slurey providung jointing in White.
132
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Providing and fixing ISI marked flush door shutters conforming to I non-decorative type, core of block board construction with frame o wood and well matched commercial 3 ply veneering with vertical g bands and face veneers on both faces of shutters 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
2.52
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Providing and fixing aluminium handles ISI marked anodised (anod less than grade AC 10 as per IS : 1868) transparent or dyed to req less than grade AC 10 as per IS : 1868) transparent or dyed to req shade with necessary screws etc. complete :125 mm
2
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Providing and fixing aluminium sliding door bolts ISI marked anodi coating not less than grade AC 10 as per IS : 1868) transparent or colour or shade with nuts and screws etc. complete 300x10mm
2
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Providing and fixing aluminium tower bolts ISI marked anodised (a not less than grade AC 10 as per IS : 1868 ) transparent or dyed t or shade with necessary screws etc. complete 150X10 mm
2
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Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete
66.15
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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer
23.75
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Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied@ 2.20 kg/10 sqm
772.51
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Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture
22.68
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Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work
98.66
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Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stoneaggregate 20 mm nominal size
4
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Providing and laying cement concrete in 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, excluding the cost of centering,shuttering and finishing 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
0.11
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Supplying and fixing rolling shutters of approved make, made of requiredsize M.S. laths, interlocked together through their entire length andjointed together at the end by end locks, mounted on specially designedpipe shaft with brackets, side guides and arrangements for inside andoutside locking with push and pull operation complete, including thecost of providing and fixing necessary 27.5 cm longwirespringsmanufactured from high tensile steel wire of adequate strengthconforming to IS: 4454 - part 1 and M.S. top cover of required thicknessfor rolling shutters 80x0.90 mm M.S. laths with 0.90 mm thick top cover
6.3
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White Pebbel Stone, For Landscaping 5 to 10 mm
400
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Brown Pebbel Stone, For Landscaping 5 to 10 mm
400
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
1302.78
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Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20 % for payment).
977.09
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Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure(the good earth shall be paid for separately)
1302.78
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Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). In rows 5 cm apart in both directions AS approved by engineer.
1302.78
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Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment).
97.71
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Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) screened through sieve of I.S. designation 4.75 mm
97.71
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Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge)0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 micronsepoxy primer on both side of the sheet and polyester top coat 15-18microns. Sheet should have protective guard film of 25 micronsminimum to avoid scratches during transportation and should besupplied in single length upto 12 metre or as desired by Engineer in-charge. The sheet shall be fixed using self drilling /self tappingscrews of size (5.5x 55 mm) with EPDM seal, complete upto anypitch in horizontal/ vertical or curved surfaces, excluding the cost ofpurlins, rafters and trusses and including cutting to size and shaperequired
36
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Providing and fixing precoated galvanised steel sheet roofing accessories0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 gramsper sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxyprimer on both side of the sheet and polyester top coat 15-18 micronsusing self drilling/ self tapping screws complete :Ridges plain (500 - 600mm
18
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Providing and fixing precoated galvanised steel sheet roofing accessories0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 gramsper sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxyprimer on both side of the sheet and polyester top coat 15-18 micronsusing self drilling/ self tapping screws complete :Barge board (Upto 300 mm
18
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Demolishing brick work manually/ by mechanical means includings tacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge.In cement mortar
23
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Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled orwaste material by mechanical transport including loading, transporting, unloadingto approved municipal dumping ground for lead upto 10 km for all lifts, complete asper directions of Engineer-in-charge.
661.4
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Excavation in soil in Hilly Area by mechanical means Withoutuseinng Dozer including cutting and trimming of side slopes anddisposing of excavated earth with a lift upto 1.5 m and a lead upto20 m as per Technical Specification Clause 1603.1
638.4
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Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer)Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
383.04
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Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per ClauseExcavation in Hilly Areas in Hard Rock requiring blasting
255.36
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Excavation in foundation for retaining, breast walls etc, in all types ofsoils and rocks including all lead, lift and disposal of surplus material asper direction of engineer - in - charge, as per drawing and technicalspecifications Clause 305.1 of MORD Specifiction
26.34
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Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
12.96
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Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications
128.7
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Hand Packed stone filling in back of wallls including cost of all materials, royality,T&P etc. complete as per direction of Engineer-in- charge. (As per PWDUttarakhand specifications
24
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Multiplay Station LLDPE .SITC.
1
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FRP Wave Slide14 FT SITC.
1
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STCE2 Seater Spring Seesaw SITC.
1
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STCEHorizontal Climber SITC.
1
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Sky walker For Gym SITC.
1
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Set up Bench For Gym SITC.
1
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Leg Press SITC.
1
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Hanging Ladder SITC.
1
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Uneven Ladder SITC.
1
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3 Seater Casting Bench SITC.
15
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Pengin Dustbin SITC.
15
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Giraffe SITC.
1
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Fountain SITC.
1
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Buddha Statue SITC.
1
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