Rural Works Department Tender
View complete overview of Uttarakhand RWD Tender
Rural Works Department - RWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date22 Oct 2024
Closing DateCancelled
Tender AmountRefer Documents
Costs
EMD
₹ 72,000Document Cost
₹ 2,950Tender 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
2024_RES_77209_4Tender No
650/RWD/NIT/dt 21-10-2024Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://res.uk.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:
2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentratio
131.34
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
18.82
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5.9 Centering and shuttering including strutting, propping etc. and removal of form for :5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
66.15
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5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
54
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5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilever
133.12
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6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
8.69
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6.4 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 : 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
24.93
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand)
23.44
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10.14 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:10.14.1 Profile B
10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb
30
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5.2 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 :5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size
4.05
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5.9.3Reinforced 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(zone-III) : 3 graded stone aggregate 20 mm nominal size).
30.87
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4.2 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:4.2.3 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)centering, shuttering and finishing:4.2.3 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size
2.31
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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 :
12.87
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10.15 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and 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.
10.15.1 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)
435.44
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9.48 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.
9.48.1 Fixed to steel windows by welding
281.82
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5.9 Centering and shuttering including strutting, propping etc. and removal of form for :5.9.3 Suspended floors, roofs, landings, balconies and access platform
158.47
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5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
5429.26
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13.1 12 mm cement plaster of mix :13.1.2 1:6 (1 cement: 6 fine sand)
173.99
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13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :13.2.2 1:6 (1 cement: 6 fine sand)
150.71
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11.41 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.
11.41.2 Size of Tile 600x600 mm
147.92
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11.47 Providing and laying Vitrified 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 brand & manufacturer, in all
colours and shade, in skirting, riser of steps, laid with cement based
high polymer modified quick set tile adhesive (water based) conforming
to IS: 15477, in average 6 mm thickness, including grouting of joints
(Payment for grouting of joints to be made separately).11.47.2 Size of Tile 600x600 mm
9.3
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13.41 Distempering with oil bound washable distemper of approved brand
and manufacture to give an even shade :
13.41.1 New work (two or more coats) over and including water
thinnable priming coat with cement primer
357.39
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13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :
13.46.1 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)
142.41
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9.20 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 teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.9.20.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
8.74
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10.30 Providing & fixing glass panes with putty and glazing clips in steel doors,
windows, clerestory windows, all complete with :
10.30.1 4.0 mm thick glass panes
14.7
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13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :13.48.2 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 and manufacture
24.19
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13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :13.48.3 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 and manufacture
9.25
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Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts
and screws etc. complete (Copper oxidised as per IS 1378)
250x16 mm
4
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Providing and fixing ISI marked oxidised M.S. handles conforming to
IS:4992 with necessary screws etc. complete (Copper oxidised as per
IS 1378) 125 mm
8
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9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :9.63.1 250x10 mm
8
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Grading roof for water proofing treatment with22.14.3 Cement mortar 1:4 (1cement : 4 coarse sand)
5.15
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13.80 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.
499.8
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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.
65.53
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4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth
24
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22.6 Providing and laying water proofing treatment on roofs of slabs by
applying cement slurry mixed with water proofing cement compound
consisting 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.
(For the purpose of measurement the entire treated surface will be
measured.)
181.56
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Earth work in excavation by mechanical means (Hydraulic excavator)/
manual means over areas (exceeding 30 cm in depth, 1.5 m in width as
well as 10 sqm on plan) including getting out and disposal of excavated
earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
2.6.1 All kinds of soil
162
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1-2 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
19.87
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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. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
48.71
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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
41.58
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