Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date8 Mar 2025
Closing Date21 Apr 2025
Tender Amount₹ 1,72,52,528
Costs
EMD
₹ 3,46,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_pwd_81276_1Tender No
787/56 dated 28.02.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Building 1.4 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.
49.85
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Building 1.5 Supplying and filling in plinth with Local sand under floors, including watering, ramming, consolidating and dressing complete.
66.47
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Building 1.6 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).
51.28
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Building 1.7 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).
48.92
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Building 1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
1.13
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Building 1.9 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
Work Up to plinth Level
86.37
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Building 1.10 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
Work above to plinth level upto floor V level
103.13
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Building 1.11 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
24.61
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Building 1.12 Centring and shuttering for foundations, footings, bases of columns, etc. for mass concrete
75.64
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Building 1.13 Centring and shuttering for Columns, Pillars, Piers, Abutments, Posts and Struts
263.86
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Building 1.14 Centring and shuttering for Lintels, beams, plinth beams, girders, bressumers and cantilevers
533.41
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Building 1.15 Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform
417.12
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Building 1.16 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). 5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
410.91
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Building 1.17 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)
11.37
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Building 1.18 Brick work 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 in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
111.67
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Building 1.19Half brick masonry with F.P.S. bricks of class designation 75 in superstructure 1:4 (1 cement : 4 coarse sand)
122.87
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Building 1.20 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. sq.m bars at every third course of half brick masonry (with F.P.S. bricks).
122.87
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Building 1.21 Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth
82.3
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Building 1.22Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1 cement : 4 fine sand)
95.04
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Building 1.23 12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand)
899.76
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Building 1.24 15 mm cement plaster on rough side of single or half brick wall of mix 1: 6 (1 cement: 6 fine sand)
738
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Building 1.25 6 mm cement plaster of mix 1:3 (1 cement: 3 fine sand)
417.12
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Building 1.26 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 12 mm cement plaster
39.53
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Building 1.27 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete.
14.91
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Building 1.28 Providing and fixing Ist quality ceramic glazed wall tiles conforming to sq.m IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
62.1
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Building 1.29 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), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm
237.25
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Building 1.30 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
121.27
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Building 1.31 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
32.75
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Building 1.32 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab upto 0.50 sqm
0.81
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Building 1.33 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Marble work
45.42
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Building 1.34 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work
1.35
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Building 1.35 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. White Agaria Marble Stone
2.4
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Building 1.36 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin-charge: Fixing with adjustable lugs with split end tail to each jamb.
Profile B
121.7
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Building 1.37 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
43
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Building 1.38 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-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
1177.59
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Building 1.39 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) Powder coated aluminium (minimum thickness of powder coating 50 micron)
588.33
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Building 1.40 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows alll complete
0.68
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Building 1.41 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) : 5.50 mm Thick Glass
65.91
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Building 1.42 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 : (125mm)
46
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Building 1.43 Same as above but 75mm
100
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Building 1.44 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 (200X10mm)
23
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Building 1.45 Same as above but (150X10mm)
100
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Building 1.46 Same as above but (100X10mm)
200
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Building 1.47 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
4
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Building 1.48 Same as above but (250X16mm)
8
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Building 1.49 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality).
11
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Building 1.50 Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary or shade with necessary screws etc. complete: Same as above but 100x75x4 mm
69
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Building 1.51 Same as above but 75x63x4 mm
200
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Building 1.52 Providing and fixing aluminium casement stays, 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.
100
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Building 1.53 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc.
23
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Building 1.54 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
11
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Building 1.55 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading
23.95
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Building 1.56 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
1325.61
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Building 1.57 Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, kilogram gates and similar works.
200
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Building 1.58 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete
1624.33
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Building 1.59 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
1624.33
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Building 1.60 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 base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
407.98
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Building 1.61 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
178.05
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Building 1.62 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
30.82
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Building 1.63 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 110 mm diameter
25.6
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Building 1.64 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Bend 87.5° 110 mm bend
8
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Building 1.65 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories 110 mm Shoe (Plain)
8
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2.1 Sanitary,water supply and sewerage work- Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Concealed pipe with anti corrosive bitumastic paint, cutting chases and making good the wall 15 mm dia. nominal bore
45
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2.2 Sanitary,water supply and sewerage work- Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Concealed pipe with anti corrosive bitumastic paint, cutting chases and making good the wall 20 mm dia. nominal bore
20
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2.3 Sanitary,water supply and sewerage work- Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including trenching and refilling etc (external work) 25 mm dia. nominal bore
20
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2.4 Sanitary,water supply and sewerage work- Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore
6
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2.5 Sanitary,water supply and sewerage work- Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15mm nominal bore
4
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2.6 Sanitary,water supply and sewerage work- 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
28
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2.7 Sanitary,water supply and sewerage work- Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. Flexible pipe 32mm dia
9
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2.8 Sanitary,water supply and sewerage work- Providing and fixing uplasticised PVC connection pipe with brass unions 45 cm length 15 mm nominal bore
28
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2.9 Sanitary,water supply and sewerage work- Providing and fixing ball valve (brass) of approved quality complete High or low pressure with plastic floats 20 mm nominal bore
3
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2.10 Sanitary,water supply and sewerage work- Providing and fixing brass stop cock of approved quality 20 mm nominal bore
4
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2.11 Sanitary,water supply and sewerage work- Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm dia. nominal bore
1
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2.12 Sanitary,water supply and sewerage work- 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
4
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2.13 Sanitary,water supply and sewerage work- Providing and fixing toilet paper holder :C.P. brass
4
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2.14 Sanitary,water supply and sewerage work- Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type each foot rests
2
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2.15 Sanitary,water supply and sewerage work- Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass each pillar tap
5
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2.16 Sanitary,water supply and sewerage work- Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
3
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2.17 Sanitary,water supply and sewerage work- Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter
2
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2.18 Sanitary,water supply and sewerage work- Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern
4
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2.19 Sanitary,water supply and sewerage work- Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mmwith 1/2" BSP thread and shapes, weighing not less than 60 gms.
4
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2.20 Sanitary,water supply and sewerage work- Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shades with 6 mm thick hard board backing: of Rectangular shape 453x357 mm
5
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2.21 Sanitary,water supply and sewerage work- Providing and fixing 600x120x5mm glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
2
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2.22 Sanitary,water supply and sewerage work- Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 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
3000
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2.23 Sanitary,water supply and sewerage work- Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast For 100 mm dia. Pipe
30
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2.24 Sanitary,water supply and sewerage work- Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colours weighing not less than 80 gms than 106 gms.
5
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2.25 Sanitary,water supply and sewerage work- Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings
arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
2
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2.26 Sanitary,water supply and sewerage work- Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102 mm, height of 75mm with concealed fitting arrangements weighing not less
5
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2.27 Sanitary,water supply and sewerage work- Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour 20mm nominal bore. Weighing not less than 40gms.
6
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2.28 Sanitary,water supply and sewerage work- Providing and fixing PTMT grating of approved quality and colour. Circular type.
100 mm nominal dia.
4
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2.29 Sanitary,water supply and sewerage work- Providing and fixing PTMT grating of approved quality and colour. Circular type.
125 mm nominal dia with 25 mm waste hole
9
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2.30 Sanitary,water supply and sewerage work- Providing and fixing trap (75 mm dia)
9
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2.31 Sanitary,water supply and sewerage work-Providing and fixing trap (110 mm dia)
6
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2.32 Sanitary,water supply and sewerage work-Providing and fixing PVC Coupler (75 mm dia)
6
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2.33 Sanitary,water supply and sewerage work-Providing and fixing PVC Coupler (110 mm dia)
4
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2.34 Sanitary,water supply and sewerage work-Providing and fixing PVC Shoe (Plain) (75 mm dia)
6
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2.35 Sanitary,water supply and sewerage work-Providing and fixing PVC Shoe (Plain) (110 mm dia)
4
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2.36 Sanitary,water supply and sewerage work-Providing and fixing PVC plain bend of required degree. ( 75 mm dia)
8
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2.37 Sanitary,water supply and sewerage work-Providing and fixing PVC plain bend of required degree. ( 110 mm dia)
6
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2.38 Sanitary,water supply and sewerage work-Providing and fixing PVC Single tee with door required degree access door 75x75x75x110mm
8
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2.39 Sanitary,water supply and sewerage work-Providing and fixing PVC Single tee with door required degree access door 110x110x100x110mm
6
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2.40 Sanitary,water supply and sewerage work-Providing and fixing on wall face unplasticised Rigid PVC pipes (75 mm dia)
50
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2.41 Sanitary,water supply and sewerage work-Providing and fixing on wall face unplasticised Rigid PVC pipes (110mm dia)
40
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2.42 Sanitary,water supply and sewerage work-Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (110mm dia) For External Work & Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand
: 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes
including bed concrete as per standard design
20
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3.1 Septic tank and Soak pit work-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.
26.96
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3.2 Septic tank and Soak pit work-Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil
4.94
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3.3 Septic tank and Soak pit work-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).
4.26
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3.4 Septic tank and Soak pit work-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
2.47
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3.5 Septic tank and Soak pit work-Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
6.8
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3.6 Septic tank and Soak pit work-Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 12 mm cement plaster
22.44
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3.7 Septic tank and Soak pit work-12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand)
2.38
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3.8 Septic tank and Soak pit work-Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
0.8
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3.9 Septic tank and Soak pit work-Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars
83.33
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3.10 Septic tank and Soak pit work-Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform
2.53
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-
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3.11 Septic tank and Soak pit work-Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5 Square shape 450 mm internal dimensions
8
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-
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3.12 Septic tank and Soak pit work-Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey With F.P.S. bricks
1
-
-
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3.13 Septic tank and Soak pit work-Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement With 20x20 mm square bar
7
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4.1 Development work-Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
108.6
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4.2Development work-Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
32.58
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4.3 Development work-Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
(For height upto 5 m) P.C.C. grade M 20
5.22
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4.4 Development work-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. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
519.16
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4.5 Development work-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 PWD Uttarakhand specifications)
150.36
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4.6 Development work-Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
344.8
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5.1 Road work-Hill Side Cutting Excavation in Hilly Areas in Soil by mechanical means
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
2323.08
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5.2 Road work-Hill Side Cutting Excavation in hilly area in ordinary rock not requiring blasting by mechanical means 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.
2323.08
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5.3 Road work-Hill Side Cutting Excavation in hilly areas in hard rock requiring blasting, by mechanical
means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.
516.24
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5.4 Road work-Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
353.46
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5.5 Road work-WBM Grading 1
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405 By Manual Means
22.2
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6.1 Boundary wall- Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
Work Up to plinth Level
6.48
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6.2 Boundary wall-Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
0.45
-
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6.3 Boundary wall-Centring and shuttering for Lintels, beams, plinth beams, girders, bressumers and cantilevers
21.6
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6.4 Boundary wall-Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, kilogram gates and similar works.
900
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6.5 Boundary wall-Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable sq.m shade with ordinary paint of approved brand and manufacture.
36
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