Rural Works Department Tender
View complete overview of Uttarakhand RWD Tender
Rural Works Department - RWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date30 May 2022
Closing Date6 Jun 2022
Tender Amount₹ 61,00,000
Costs
EMD
₹ 1,22,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Summary
Construction Of 2 Morden Lab At Goverment Inter Colledge Gairsain
Description
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Contact
Tender Id
2022_RES_44942_1Bid Award Id
ViewTender No
214/RWD CHAMOLI/23.05.2022Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://res.uk.gov.in/
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Documents
BOQ Items
Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) - All work upto plinth level excluding the cost of centring, shuttering, finishing and reinforcement by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
21.66
-
-
Brick work in Cement mortar 1:6 (1 cement : 6 coarse sand) with F.P.S. bricks of class designation 75 in foundation and plinth by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
3
-
-
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
82.46
-
-
Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in Cement mortar 1:4 (1 cement : 4 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
8.81
-
-
Reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) upto floor five level work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. excluding cost of centring, shuttering, finishing and reinforcement by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
79.97
-
-
Centring and shuttering for Foundations, footings, bases of columns, etc. including strutting,ropping etc. and removal of form for mass concrete. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
16.8
-
-
Centring and shuttering for Columns, Pillars, Piers, Abutments, Posts and Struts. including strutting,ropping etc. and removal of form by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
144.9
-
-
Centring and shuttering for Suspended floors, roofs, landings, balconies and access platform. including strutting,ropping etc. and removal of form by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
291.32
-
-
12 mm cement plaster of mix.1:6 (1 cement : 6 fine sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
403.8
-
-
15 mm cement plaster on rough side of single or half brick wall of mix.1:6 (1 cement : 6 fine sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
403.8
-
-
Centring and shuttering for Lintels, beams, plinth beams, girders, bressumers and cantilevers .including strutting,ropping etc. and removal of form by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
198.06
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
10650
-
-
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :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 by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
36
-
-
Marble stone flooring with 18 mm thick marble stone, as per sample of
marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with
grey cement slurry, including rubbing and polishing complete with :Udaipur green marble
74.34
-
-
Plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
57
-
-
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 strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Profile B Fixing with adjustable lugs with split end tail to each jamb
141.6
-
-
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 strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Profile C 10.14.2.1 Fixing with adjustable lugs with split end tail to each jamb
96.6
-
-
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel prime
918
-
-
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
69.93
-
-
Providing & fixing 10mm thick acid or alkali resistant tiles of approved make and colours using acid acid or alkali resistance mortar bedding in flooring on bed of Providing & fixing 10mm thick acid or alkali resistant tiles of approved make and colours using acid acid or alkali resistance mortar bedding in flooring on bed of 10mm
135.24
-
-
Providing & fixing 10mm thick acid or alkali resistant tiles of approved make and colours using acid acid or alkali resistance mortar bedding in flooring on bed of Providing & fixing 10mm thick acid or alkali resistant tiles of approved make and colours using acid acid or alkali resistance mortar bedding in dado/skirting on 12 mm thick mortar
10.02
-
-
Providing and fixing M.S. Tubular frames for doors, windows, ventilator sand cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1016.17
-
-
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 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
26.01
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, includin cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
1200.38
-
-
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
640.95
-
-
Renewing glass panes, with putty and nails wherever necessary Float glass panes of thickness 4 mm as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item
69.17
-
-
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating
coat of neat cement.12 mm cement plaster
180.59
-
-
windows using galvanised M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm.With 12 mm mild steel U beading. as per directions of Engineer-in-charge work to be execuated as per specification a rate of above given item
71.46
-
-
Providing and fixing MS sliding door bolts, with nuts and screws etc. complete : 250x16 mm
10
-
-
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc 200x10 mm. as per directions of Engineer-in-charge work to be execuated as per specification a rate of above given item
131
-
-
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc 100 mm . as per directions of Engineer-in-charge work to be execuated as per specification a rate of above given item
122
-
-
Providing and fixing in position collapsible steel shutters with vertical
channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm
size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia
steel pulleys, complete with bolts, nuts, locking arrangement, stoppers,
handles, including applying a priming coat of approved steel primer.
7.65
-
-
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 water
thinnable priming coat with cement primer
643.23
-
-
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)
306.9
-
-
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. as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item
62.42
-
-
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. as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item
36.36
-
-
Chequerred precast cement concrete tiles 22 mm thick in footpath &
courtyard, jointed with neat cement slurry mixed with pigment to match
the shade of tiles, including rubbing and cleaning etc. complete, on 20
mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
18.38
-
-
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (75 mm diameter ) 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 as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item
12
-
-
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (110 mm diameter ) 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 as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item
20
-
-
Coupler 75 mm
2
-
-
Coupler 110 mm
2
-
-
Single tee without door 75x75x75 mm
1
-
-
Single tee without door
110x110x110 mm
2
-
-
75 mm bend
1
-
-
110 mm bend
5
-
-
Providing and fixing 15 mm nominal bore ball valve (brass) of approved quality complete. High or low pressure with plastic floats. as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given
1
-
-
Providing and fixing white vitreous china laboratory sink with C.I.
brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste
and 40mm C.P. brass trap with necessary C.P. brass unions complete,
including painting of fittings and brackets, cutting and making good
the wall wherever required :Size 450x300x150 mm
12
-
-
Providing and fixing P.V.C. waste pipe (Flexible pipe 32mm dia) for sink or wash basin including P.V.C. as per direction of Engineer -in- charge, work to be execuated as per specification a rate of above given
12
-
-
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (INTERNAL work) 15 mm dia. nominal bore as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given
36
-
-
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc (External)15 mm dia nominal bore
60
-
-
Providing and fixing C.P. brass bib cock of approved quality conforming
to IS:8931 :
12
-
-
Providing and fixing brass stop cock of approved quality 15 mm nominal bore as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given
2
-
-
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 as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given
1000
-
-
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
9.72
-
-
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
49.14
-
-
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)
35.71
-
-
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls,
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
23.76
-
-
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 (Hand mixed)
3.6
-
-
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