Public Works Building And NH Department Tender
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Costs
EMD
₹ 60,000Document Cost
₹ 600Tender Fee
Refer Documents
Summary
Construction Ofchildren Park In Memory Of Social Worker Late Adula Kachari And Late Deben Kachari At Dalkati Daobogami Under Udalguri District
Description
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Contact
Tender Id
2025_PWBNH_44199_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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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)
9.2
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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)
329.3
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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.
84
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-
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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.
193.3
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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 : 1:4:8 (1
Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40
mm nominal size)
0.36
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-
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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
1366.43
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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.
35
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-
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
21.6
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-
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Columns, Pillars, Posts & Strut
149.3
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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) cum
33.29
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-
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Centering and shuttering inluding strutting, propping etc end removal of the same. 5.9.1. Foundation Footing, base of column
etc. For mass concrete.
15.5
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-
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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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-
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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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-
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Steel reinforcement for R.C.C. work including straightening,
cutting,bending, placing in position and binding all complete upto
229
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Providing and laying in position specified grade of reinforced
cement concrete, excluding the cost of centering, shuttering,
2.33
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-
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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
881.1
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Centering and shuttering inluding strutting, propping etc end removal of the same. 5.9.1. Foundation Footing, base of column
etc. For mass concrete.
Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.
1.41
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand 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 leveling and dressing and finishing the top
smooth.
8.4
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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.
3313.2
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-
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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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-
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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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-
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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 :
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)
8.2
-
-
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Columns, Pillars, Piers, Abutments, Posts and Struts
72.9
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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 :
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
1.62
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-
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
183
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-
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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. Mild steel and
Medium Tensile steel bars
435.4
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-
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Statue (Including Sclpture and installation)
1
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-
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12 mm cement plaster of mix : 13.1.1 1:4 (1 cement: 4 fine sand)
329.3
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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.
1000
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-
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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 curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, 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, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
154.4
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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 :
25.52
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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 natu-
ral sources : 3 graded stone aggregate 20 mm nominal size derived
from natural sources)
4.3
-
-
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52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc.
complete.
14.2
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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
46.02
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-
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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.
29.9
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-
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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
19.09
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-
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Columns, Pillars, Posts & Strut
17.28
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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
329.3
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-
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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.
6.7
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-
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15 mm cement plaster 1:2 (1 cement : 2 stone dust) on the rough
side of single or half brick wall.
26.4
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-
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Lintels, beams, plinth beams, girders, bressumers and
cantilevers
16.94
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-
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