Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date24 Mar 2025
Closing Date16 Apr 2025
Tender Amount₹ 25,79,384
Costs
EMD
₹ 51,588Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbpwd/ss/ee/bdn/ Nit_18 /2024_2025_sl _1
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_WBPWD_830548_1Tender No
WBPWD/SS/EE/BDN/ NIT_18/ 2024_2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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In 1st Floor
6.93
497
3444
... More
In 2nd Floor.
6.93
547
3791
... More
In 3rd Floor
6.93
597
4137
... More
In 4th Floor
6.93
647
4484
... More
In 5th Floor
6.93
697
4830
... More
In 6th Floor
6.93
747
5177
... More
In 7th Floor
6.93
797
5523
... More
In 8th Floor
6.93
847
5870
... More
In 9th Floor
7.42
897
6656
... More
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] (b) M 25 Grade A) In Ground Floor.
0.36
5584
2011
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In 1st Floor.
0.36
5679
2045
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In 2nd Floor
0.36
5774
2079
... More
In 3rd Floor.
0.36
5869
2113
... More
In 4th Floor
0.36
5964
2147
... More
In 5th Floor
0.36
6080
2189
... More
In 6th Floor
0.36
6196
2231
... More
In 7th Floor
0.36
6312
2273
... More
In 8th Floor.
0.36
6428
2314
... More
In 9th Floor.
32.32
6544
211528
... More
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if essary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as er drawing and direction. (a) For works in foundation, basement and upto roof of ground i) SAIL / TATA / RINL .
0.03
55192
1545
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In 1st floor
0.03
55622
1557
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In 2nd Floor.
0.03
56052
1569
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In 3rd Floor.
0.03
56482
1582
... More
In 4th Floor.
0.03
56912
1594
... More
In 5th Floor
0.03
57412
1608
... More
In 6th Floor.
0.03
57912
1622
... More
In 7th Floor.
0.03
58412
1636
... More
In 8th Floor.
0.03
58912
1650
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In 9th Floor.
3.81
59412
226125
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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with uired bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work In Ground floor.
5.17
363
1877
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In 1st floor.
5.17
381
1970
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In 2nd Floor.
5.17
399
2063
... More
In 3rd Floor.
5.17
417
2156
... More
In 4th Floor.
5.17
435
2249
... More
In 5th Floor.
5.17
457
2363
... More
In 6th Floor.
5.17
479
2476
... More
In 7th Floor.
5.17
501
2590
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In 8th Floor.
5.17
523
2704
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In 9th Floor.
281.75
545
153554
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Brick work with 1st class bricks in cement mortar (1:6) (a) In superstructure, ground floor.
5.5
4990
27465
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In 1st floor.
5.5
5101
28076
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In 2nd Floor.
5.5
5212
28687
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In 3rd Floor.
5.5
5323
29298
... More
In 4th Floor.
5.5
5434
29909
... More
In 5th Floor.
5.5
5567
30641
... More
In 6th Floor.
5.5
5700
31373
... More
In 7th Floor.
5.5
5833
32105
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In 8th Floor.
5.5
5966
32837
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In 9th Floor.
2.13
6099
12991
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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, In 9th Floor Rough concrete for lift wall & Column.
7.66
5570
42673
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and rip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar 15 mm thick In 9th floor.
84.56
174
14760
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Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
18.12
32
594
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Labour for Chipping of concrete surface before taking up Plastering work. 10 mm thick plaster.
84.56
21
1776
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Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia,rise etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] In ground floor (a) Area of each Granite slab 0.6 to 1.0 Square meter. In ground Floor.
33.48
2746
91942
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In 1st floor.
33.48
2758
92344
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In 2nd Floor.
33.48
2770
92745
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In 3rd Floor.
33.48
2782
93147
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In 4th Floor.
33.48
2794
93549
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In 5th Floor.
33.48
2810
94084
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In 6th Floor.
33.48
2826
94620
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In 7th Floor.
33.48
2842
95156
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In 8th Floor.
33.48
2858
95692
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Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.
4.41
1304
5751
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In 1st floor.
4.41
1304
5751
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In 2nd Floor.
4.41
1304
5751
... More
In 3rd Floor.
4.41
1304
5751
... More
In 4th Floor.
4.41
1304
5751
... More
In 5th Floor.
4.41
1304
5751
... More
In 6th Floor.
4.41
1304
5751
... More
In 7th Floor.
4.41
1304
5751
... More
In 8th Floor.
4.41
1304
5751
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(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs .(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. In ground floor
0.71
9888
6981
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In 1st floor.
0.71
9986
7051
... More
In 2nd Floor.
0.71
10085
7121
... More
In 3rd Floor.
0.71
10184
7190
... More
In 4th Floor.
0.71
10283
7260
... More
In 5th Floor.
0.71
10407
7347
... More
In 6th Floor.
0.71
10530
7435
... More
In 7th Floor.
0.71
10654
7522
... More
In 8th Floor.
0.71
10777
7609
... More
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. I) For structural members of specified sections weighing less than 22.5 Kg./m For lift machine room.In 9th floor.
0.62
80226
49339
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(b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.In ground floor.
126.99
29
3683
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(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b)On steel or other metal surface :With super gloss (hi-gloss) -(iv)Two coats (with any shade except white)
126.99
79
10032
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Bailing or pumping out water from foundation trenches. From Lift Well.
33.97
2088
709
... More
Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy
400
102
40800
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Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1 Consider 150 gm should be used for 1 no. Nipple
60
882
52920
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Total Amount
-
-
-
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GST @ 18%
1
1
389569.68
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Cess @ 1%
1
1
25538.46
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