Public Works Building And NH Department Tender
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Costs
EMD
₹ 60,000Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWBNH_42602_2Tender No
TECH/U_BDTD/BLDG/IFB/2024 25/3432 Dated 04/02/2025Tender 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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5.22Steel 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. .
229.61
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4.17 Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
14
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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 :
4.1.2 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) cum
1.39
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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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
6.9
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6.1 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) cum
14.5
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11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
11.3.1 40 mm thick with 20 mm nominal size stone aggregate
22.85
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4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived & dressing & finishing the top smooth. sqm
14
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5.9 Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1Foundations, footings, bases of columns, etc. for mass concrete
7.2
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5.9.5 Lintels, beams, plinth beams, girders, bressumers
and cantilevers
8.4
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5.9.6Columns, Pillars, Piers, Abutments, Posts and Struts
22.3
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8.2.2 Granite stone slab colour black, Cherry/Ruby red
8.2.2.1 Area of slab upto 0.50 sqm
40.3
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11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab
...all complete as specified and as directed by the Engineer-in-Charge.
11.56.1 Polished Granite stone slab colour of Black,
Cherry/Ruby Red or equivalent
27.89
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10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing
and making , stainless
steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge
302.43
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Statue of lateJwhwlao Baliram Boro of size (4x12 ft)
1
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2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming o fbottoms, 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.
54.5
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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.
75.4
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4.1.6 Providing and laying in position cement concrete
of speified grade all works upto plinth.
2.46
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5.22 Steel reinforcement for R... Work inluding sraitaning, leaning utting and bending to proper shape plaing in position and binding up to plinth level. 5.22.6. TMT bar Fe500D or more.
5.22.1 Mild steel and Medium Tensile steel bars
1087.4
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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
massconcrete
9.86
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5.9.5 Lintels, beams, plinth beams, girders, bressumers
andcantilevers
52.2
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5.9.6 Columns, Pillars, Posts & Strut
31.05
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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 :
1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
10.9
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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) derived from natu ral sources
: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
2.26
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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.
6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)
65.02
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13.1 12 mm cement plaster of mix : 13.1.1 1:4 (1
cement: 4 fine sand)
148.6
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13.43 Applying one coat of water thinnable cement
primer of approved brand and manufacture on wall surface : 13.43.1 Water thinnable cement primer
148.6
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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)
148.6
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16.70 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of
Engineer-in-charge.
72.6
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10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming
coat of approved steel primer all complete.
898.4
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2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming o fbottoms, 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.
6.72
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11.1 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:
11.1.1 1:4 (1 cement : 4 coarse sand) sqm
4.5
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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 :
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded
stone aggregate 40 mm nominal size)
0.36
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5.22.Steel reinforcement for R... Work inluding sraitaning, leaning utting and bending to proper shape plaing in position and binding up to plinth level.
5.22.1 Mild steel and Medium Tensile steel bars
435.42
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5.9 Centering and shuttering inluding strutting, propping etc end removal of the same 5.9.1. Foundation
Footing, base of column etc. For mass concrete.
5.9.1 Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.
1.43
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5.9.5 Lintels, beams, plinth beams, girders, bressumers and
cantilevers
16.94
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4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. sqm
5.58
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5.9.6 Columns, Pillars, Posts & Strut
17.25
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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)
2.5
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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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
4.8
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13.14 15 mm cement plaster 1:2 (1 cement : 2 stone
dust) on the rough side of single or half brick wall.
26.53
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8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade
complete.
12.96
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13.50.3 With ready mixed red oxide zinc chromate
primer of approved brand and manufacture on steel galvanised iron/ steel works
10.5
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13.48.3 Painting Steel work with Deluxe Multi Surface Paint to
give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80
ltr/ 10 sqm of approved brand and manufacture
10.5
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10.16 Steel work in built up tubular (round, square or rectangular hollow tubes
etc.) trusses etc., including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer, including welding and
bolted with special shaped washers etc. complete.
10.16.2 Hot finished seamless type tubes
979.5
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13.26 Providing and applying plaster of paris putty of 2 mm thickness over
plastered surface to prepare the surface even and
smooth complete.
26.53
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13.71 Lettering with black Japan paint of approved brand and manufacture per letter
per cm height
2700
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13.48A Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.
13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. sqm 154.45
26.53
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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.
248.57
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