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 At Aithanjhar Lp School In Udalguri District in Udalguri, Assam, with an estimated contract value of Rs. 30,00,000. The bid opening date for this tender is 11-04-2025 and the last date for bid submission is 30-04-2025.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
₹ 60,000Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWBNH_44066_2Bid Award Id
ViewTender 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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13.4 : 12 mm cement plaster of mix :
13.4.2 1:6 (1 cement: 6 coarse sand)
388.5
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5.1 : 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 :
5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20
mm nominal size)
46.11
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4.1 : 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) : 6 graded stone aggregate
20 mm nominal size)
9.32
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13.5 : 15 mm cement plaster on rough side of single or half brick wall of mix:
13.5.2 1:6 (1 cement: 6 coarse sand)
388.5
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-
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4.1 : 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).
1.09
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5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
40.4
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5.22 A : 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
1498.3
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2.25 (a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
836
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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)
17.57
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5.3 : Reinforced 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) derived from natural sources : 3 graded stone aggregate
20 mm nominal size derived from natural sources).
5.73
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6.12 : 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)
299.7
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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.
35.51
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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)
2.53
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5.1 : 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)
5.33
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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
311.6
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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
25.34
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5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
149.8
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13.44 : 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)
777
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5.22 : Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level.
5.22.1 Mild steel and Medium Tensile steel bars
2519
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13.5 : 15 mm cement plaster on rough side of single or half brick wall of mix:
13.5.1 1:4 (1 cement: 4 coarse sand)
31.23
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2.8 Earth work in excavation by mechanical means (Hydraulic excavator)
/manual means in foundation trenches or drains (not exceeding IS m in width 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.
32.08
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5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
41.36
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11.2 : 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.
14.58
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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)
35.51
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2.8 Earth work in excavation by mechanical means (Hydraulic excavator)
/manual means in foundation trenches or drains (not exceeding IS m in width 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.
180.26
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11.23 : Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :
11.23.1 Makrana white second quality
50.51
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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.
9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.
656.6
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16.12 : 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
124.3
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5.22 : 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.
1724.88
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6.13 : 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.
6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)
56.75
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