Rural Works Department Tender
View complete overview of Uttarakhand RWD Tender
Rural Works Department - RWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date26 Nov 2024
Closing Date11 Dec 2024
Tender AmountRefer Documents
Costs
EMD
₹ 68,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RES_78210_1Bid Award Id
ViewTender No
1895(3)/NIT/2024-25 Dt 25-11-2024Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://res.uk.gov.in/
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Documents
BOQ Items
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Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth
level :4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stoneaggregate 20 mm nominal size
0.39
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Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level withCement mortar 1:6 (1 cement : 6 coarse sand)
21.93
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Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
9.28
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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)
30.36
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
17.87
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
34.87
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Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
27
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Centring and shuttering including strutting,ropping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.
164.24
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Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.
100.26
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Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts.
96.6
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Hot rolled twisted bars.
6473.4
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Steel work welded in built up section/framed work including cuttin in position and applying a priming coat of approved steel primer us required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
172.8
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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 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)
219.97
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Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows alll complete.With 4.0 mm thick glass panes.
10.97
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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 50x25mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5mm 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
10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb
30
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12 mm cement plaster of mix. 1:6 cement and fine sand mortar.
176.65
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15 mm cement plaster on rough side of single or half brick wall of mix1: 6 (1 cement: 6 fine sand)
154.92
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Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick.
22.5
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Providing and fixing 30 mm th. ISI marked flush door shutters including stailness butt hinges with necessary screw 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
9.02
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Providing and fixing ISI marked oxidised M.S. sliding door bolts with
nuts and screws etc. completes250x16mm
4
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Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm
8
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Providing and fixing ISI marked oxidised M.S. handles conforming to
IS:4992 with necessary screws etc. complete :
9.66.1 125 mm
8
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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
30.01
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Brick 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)
33.27
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Providing and fixing ISI marked oxidised M.S. tower bolt black finish,
(Barrel type) with necessary screws etc. complete :, 150x10 mm
16
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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)
166.75
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Distempering with 1st quality acrylic distemper (ready mixed) having VOC
content less than 50 gram/litre, of approved manufacturer and of required
shade and colour all complete to achieve even shade and colour :
13.41.1 New work (two or more coats) over and including water
thinnable priming coat with cement primer having VOC content
less than 50 gram/litre
319.16
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shadeTwo or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
49.18
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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 ofthe slab, including rubbing and polishing complete with base of cementmortar 1:4(1 cement: 4 coarse sand):
11.26.1 25 mm thick
141.78
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12 mm cement plaster finished with a floating coat of neat cement of mix1:3 (1 cement: 3 fine sand)
172.82
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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.
495.81
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Smooth finishing of the exposed surface of R.C.C. work with 6 mm thickcement mortar 1:3 (1 Cement : 3 fine sand).
164.24
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Extra for providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement.
32.97
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Providing&laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface prepration, first layer of slurry of cement@ o.488kg/sqm mixed with waterproofing compound &.0.253kg/sqm (b) laying second layer of fiber glass cloth when the first layer is still green. overlaps of joints of fiber glass cloth should not be less than 10 cm.(c)third layer of 1.5mm thickness consisting of slurru of cement@1.289kg/sqm mixed with waterproofing compound@0.67Kg/sqm and course sand@1.289kg/sqm thish will be allowed to air cure for 4 huors followed by wter curring for 48 hours. the entire treatment will be taken up to 30cm on parapit wall and tucked into groove in parapit all around(d) fourth &final layer of brick tiling with cement morter (which will be paid seprately .for purpose of measurement the entire treated surface will be measured.
172.82
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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
7.8
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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
34.13
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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 PWD
Uttarakhand specifications
9
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