Rural Engineering Department Tender
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Rural Engineering Department Tender
Eprocure
Opening Date18 Jan 2025
Closing DateCancelled
Tender Amount₹ 19,76,000
Costs
EMD
₹ 39,520Document Cost
₹ 250Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_REDUP_994691_1Tender No
2626/EE/RED/RBLDT07.01.2025Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
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Documents
BOQ Items
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Prov ding and laying in posison specified grade of reinforced
cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level in :1:1.5:3 (1 cement . 1.5 coarse sand 3 graded stone aggregate 20 mm nominal size). As Code No-5.1.2
7.34
6648
48800.94
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Centering and shuttering including stunting, propping etc. and
removal of form for Foundations, footings, bases of columns
etc. for mass concrete. As per DSR Code No- 5.9.1
52.99
288
15273.31
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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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and relnforcement : 1:1.5:3 (1 cement 1.5 coarsa sand(zone-llI)derived from natural sources : 3 graded stone aggregate 20 mm nomlnal size derived from natural sources) Above Plinth Level. As per Code No-6.2.2
4.44
7976
35417.52
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Centering ana snunerlng including etutting, propping etc. and
removal of form for Columns, plllars, piers, abutmen(s, posts and struts. Aa Per DSR Code No- 5.6.6
77.23
706
54567.63
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Brick work wl(h common burnt clay F P.S (non modular) brlcks of
class de6ignation 7.5 in foundation and pllnth in Cement mortar
1.6 (1 cement . 6 coarse sand) As per DSR Code No- 6.1 2
14.47
5242
75854.63
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Reinforced cement concrete work in walls (any thickness), indudlng attached pllasters, bukresses, plinth and string courses,
fiîlets, columns, piIlars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of œn\ering, shuttering, finlshing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-IlI)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Above Plinth Level. As per Code No-5.2.2
3.64
7976
29035.99
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Centering and shuttering including stunting, propping etc. and
removal of form for Lentels, beams, plinth beams, girders,
bressumers and cantilevers, As per DSR Code No- 5.9.5
68
541
36805
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Reinforced cement concrète work in beams, suspended floors,
roofs having slope up to 15º landings, balconies, shelves, chayas, 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 œmenl . 1.5 coarse sand(zone-lII)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sourœs). Above Plinth Level. As per Code No-5.3
33.44
8456
282786.7
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Centering and shuttering including stutting, propping etc. and
rerrioval of form for Suspended floors, roofs, landings, balconies and access plateform. As per DSR Code No- 5.9.3
250.17
681
170498.36
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Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per Code No.- 5.22 B.1
38.36
7324
280959.38
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Bñck work with common burnt clay F.P.S. (non modular) bricks of
Class designation 7.5 in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ). As per Code No 6.4.2
35.91
6692
240340.96
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Providing and fixing M.S. c rculor / Hexagonal cast iron or M.S.
sheet box for ceiling Fan clamp of internal dia 140 mm. 73 mm height top lid of 1.5 mm thick M.S. sheet with ets top surface hacked proper bonding, top lid shall be screwed in to the cost iron
/ M S. sheet box by means of 3.3 mm. dia round headed screws,
one lock at the comers. Clamp shall be made of 12 mm dia
M.S bar bent to shape as per standard drawing. As per DSR Code No.10.18
14
162
2270.52
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12 mm thick cement plaster of mlx 1:6 ( 1 cement : 6 fine*änd
As per DSR Code No 13.1.2
467.54
245
114551.98
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EcavaLing, Supplying and F'i)ling of Local Earth (Including Royalty)
by Machanical Transport uyto the Lead of 5 Xm. also including ramming and watering of the Iiarl:h in layers not exceeding 20 cm. in clenches , plinth , sides of Foundation etc. complete. (Under floor] As per DSIt code No. 2.25 (a]
44.81
514
23071.32
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Proved ng and applying white cement based putty of average
thicf‹ness 1 mm of approved brand and manufacturer,over the plasterd wall surface eV0FI 6nd emooth eurface. As per Code No- 13.80
683.01
114
78341.25
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Finishing walls with Acryllc Smooth exterlor palnt of required shade New work (Two or more coats applled @ 1.87 Itr/10 sqm rover and including priming coat of exterior primer applled @ 0.90 litre/10 sqm) As per Code No-13.48.1
222.95
118
26317.02
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Uistsmpering with 1st quality acrylic dlstemper (raedy mixed) having VOC content leae than 60 gram/litre, of approved manufacturer and of required shade and colour all complete to ar hisvu avari sha‹Je and colour : New work (two or m0r6 co8ls) ovs and inr.Iuding water thinnehle primlng coat with cement r›rim6f having VOC content lese Ihsn 60 granny/IIIre, As per Code
Nrv-1’4.41 1
452.83
136
61788.65
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Providing and Fixinlng 1 mm thick M.S. sheet door with frame of
4 tix40x6 nun angle iron and 3 rum M.S. gusset plates at the Junctions and corner*, all necessary fittings complete. Including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6 mm for diagonal braces, As per DSR Code No.10.5.1
27.36
4266
116723.23
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Structural steel work in single section, fixed with or without
connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. As per DSh Code No.10.1
380.16
86
32788.8
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Painông with syntlieôc enamel paint of approved brand and
nianufature of required colour to give an even shade : Two or more coals on new work over an under coat or suitable shade with ordinary paint of approved brand and manufacture. As per DSR Code No.13.62.1
68.4
166
11374.24
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Cement œncrete flooring 1:2:4 (1 cement :2 coarse sand :4
graded Stone) finished with floating cost of neat cement, including cement slurry but excluding the cost of nosing of steps etc.40 mm.thick floor 20 mm nominal size stone aggregate. As per DSR Code No. 11.3.1
149.38
451
67436.11
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ELECTRICAL WORK Wiring for light point/ fan point/ exhaust fan point/ call bell point
with lJ sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with LS sq.mm FRLS PVC insulated copper conductor single core cable LIGHT POINT
18
778
14021.82
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Fan Point
14
778
10905.86
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Supplying and fixing two module stepped type electronic fan
regulator on the existing modular plate switch box including connections but excluding modular plate etc.as required. DSR-22 E&M Code no. 1.25
14
283
3964.8
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Supplying and fixing 3 pin 5A ceiling rose on the existing junction
box / wooden block including connections etc. as required. DSR- 22 E&M Code no. 1.33
12
66
801.24
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Supplying and fixing brass batten/ angle holder includin
connecfion etc. as required. DSR-22 E&M Code no. 1.34 g
18
100
1809.72
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Supplying and fixing Following way,horizontaI type three pole and netural sheet steel, MCB distribution board, 415 V, on surface / recess, complete with tinned copper bus bar, earth bar din bar, interconnections,pouder painted including earthing etc.as required. 4wey (4+12), Double door. As per DSR-22 E&M Code no. 2.4.1
1
3139
3139.77
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Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commiesioning ets. as requlred. Slngle pole. DSR-22 E&M Code no. 2.10.1
6
196
1178.88
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Wiring fcr circuit submain wirlng alongwith earth wlre with the
following sizes of FRLS PVC Insulated copper conductor, slngle core cable in surface/ recessed medlum claae PVC condult as required. 2 X 2.5 8q. mm + 1 X 2.5 sq. mm earth wlre. DSft-22 E&M Coda no. 1.14,2
40
211
8442.4
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Wiring for circuit suhmain wiring alongwlth earth wire wlth the following sizes of FRLS PVC insulated copper conductor, slngle core cable in surface/ recessed medium claee PVC condult a8 required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wlre, DSR-22 E&M Code no. 1.14.3
23.03
256
5903.51
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:,‹ Supplying and fixing suitable size GI box with modular plate and cover in front on Surface or in recess, induding providing and ft'‹ing 3 pin 5/6 A modular socket outlet and SA A modular switch, connections etc as required. OSR-22 E&M Code no. 1.31
6
366
2196.54
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S5 Earthing with G.I. eaM plate 600 mm x 600 mm x 6 mm thick
inÓuding accessońes, and providing masonry enclosure with cover plate having locking arrangement and waterlng pipe of 2.7 nutre long etcwith charcoal / coke and salt as required. DSR-22 E&M Code No. 5.4
1
5734
5734.62
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