Public Works Building And NH Department Tender
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The PWDBNH has issued a formal invitation for competitive bids for the Public Works Building And NH Department project, for Construction Of Boundary Wall With Iron Gate In The Land At The Site For Construction Of Residential Quarter For The Ministerial Staff Of District Judiciary, Baksa For The Year 2024-25 in Baksa, Assam, with an estimated contract value of Rs. 59,06,711. The bid opening date for this tender is 22-05-2025 and the last date for bid submission is 11-06-2025. Interested bidders for Public Works Building And NH Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 1,18,135Document Cost
₹ 1,182Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWBNH_44451_1Tender No
TECH/U_BDTD/BLDG/IFB/2025-26Tender Authority
Public Works Building And NH Department ViewPurchaser Address
-Website
http://https://pwdbnh.assam.gov.in/
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Documents
BOQ Items
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5.9.6 Columns, piers, abutments, pillars, posts and strut.
153.55
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-
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5.9.5 Lintels, beams, plinth beams, girders, bressumers and ca
196.51
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-
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Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt
clay non modular bricks.
158.12
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-
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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) derived from natural sources : 3 graded stone aggregate 20 mm
nominal size derived from natural sources
43.26
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-
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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 reinforcement :
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
13.25
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-
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-
500D or more
2705.11
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-
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22A.1 Mild steel and Medium Tensile steel bars
2954.66
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-
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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)
20.86
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-
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Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in
6.12.2 cement mortar 1:4 (1 cement : 4 coarse sand)
370.17
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-
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12 mm cement plaster of mix
13.1.2 1:6 (1 cement: 6 fine sand)
882.01
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-
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 13.43.1 Water thinnable cement primer
13.43.1 Water thinnable cement primer
882.01
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-
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Finishing walls with water proofing cement paint of required shade :
13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm
882.01
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-
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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
1882.81
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-
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BOUNDARY WALL OVER GRAVITY RETAINING WALL
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil.
333.56
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-
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Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
16.12.1 With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
72.45
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-
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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 :
4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III) derived
from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources
5.43
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-
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Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D
or more.
1743.03
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-
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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
1117.5
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-
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Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
48.3
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-
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5.9.5 Lintels, beams, plinth beams, girders, bressumers and
cantilevers
70.15
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-
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5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
102.4
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-
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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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
23.95
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-
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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 reinforcement :
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
18.73
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-
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Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
6.28
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-
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Half brick masonry 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.
6.13.2 cement mortar 1:4 (1 cement : 4 coarse sand)
111.7
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-
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12 mm cement plaster of mix :
13.1.2 1:6 (1 cement: 6 fine sand)
172.3
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-
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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)
139.8
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-
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Applying one coat of water thinnable cement primer of
approved brand and manufacture on wall surface :
13.43.1 Water thinnable cement prime
334.01
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-
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Finishing walls with water proofing cement paint of required shade :
13.44.1 New work (Two or more coats applied @ 3.84
kg/10 sqm)
334.01
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-
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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
502.3
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-
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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)
221.4
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IRON GATE (2 nos.) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil.
48
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-
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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 :
4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal
size derived from natural sources)
2.4
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-
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Centering and shuttering including strutting, propping etc. and removal of form work for :
4.3.1 Foundations, footings, bases for columns
28.8
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-
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4.3 Centering and shuttering including strutting, propping etc. and removal of form work for :
4.3.3 Columns, piers, abutments, pillars, posts and struts
32.22
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-
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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) derived
from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
7.98
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-
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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 reinforcement
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived
from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
2.14
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-
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
215.2
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-
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
5.22A.1 Mild steel and Medium Tensile steel bars
277.35
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-
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
10.25.2 In gratings, frames, guard bar, ladder, railings,
brackets, gates and similar works
1072.2
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-
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15 mm cement plaster on the rough side of single or half brick wall of mix
13.2.1 1:4 (1 cement: 4 fine sand)
21.62
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-
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Colour washing such as green, blue or buff to give an even shade :
13.39.1 New work (two or more coats) with a base coat of
white washing with lime.
21.62
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