Bodoland Territorial Council Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Construction Of Memorial Statue Of Martyrs Amitabh Rabha At Tamulbari, Tamulbari Under The Head Grants To Btc For Infrastructure Development Fund For The Year Financial Year 2023-24 (tn_90_4)
Description
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Contact
Tender Id
2024_BTC_37391_1Bid Award Id
ViewTender No
125/ACE/NIT/Infra/BTC/22-23/47Tender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
GEM & Bid Advisory Services
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BOQ Items
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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.
266.19
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4.17. 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.
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. 1:1%:3 (1 Cement: 1% coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) cum
1.32
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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-li) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
6.9
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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
7.2
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5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers
8.4
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5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts
22.3
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8.2. Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement: 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to 8.2.2 Granite stone slab colour black, Cherry/Ruby red
8.2.2.1 Area of slab upto 0.50 sam
40.32
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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 over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
11.56.1 Polished Granite stone slab colour of Black,
27.89
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10.28. 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
302.4
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13.1 12 mm cement plaster of mix:
13.1.1 1:4 (1 cement: 4 fine sand)
40.32
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BOUNDARY WALL WITH SMART FENCING
2.6. Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer- incharge.
2.6.1. All kinds of soil
28.18
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2.25. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
20.12
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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. (a).Brick on flat soling.
23.01
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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)
1.7
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4.3. Centering and shuttering including strutting, propping etc. and removal of form work for:
4.3.1. Foundations, footings, bases for columns
4.84
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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.
2.73
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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).
7.1
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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)
1.07
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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).
2.18
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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
15.3
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5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers.
49.17
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5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts
47.8
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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.
705.96
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5.22A. 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.
176.08
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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)
16.39
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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.
16.70.1 Made of G.I. wire of dia 4 mm
45.74
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ICBP pavement
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.
35.91
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2.27 Supplying and filling in plinth with sand under floors, including watering, ramming,
consolidating and dressing complete.
16.38
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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
12.6
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16.78.2 Construction of granular sub-base by providing close graded Material conforming to
specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR
12.6
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16.3.2. Supplying and stacking at site.
16.3.2 63 mm to 45 mm size stone aggregate
12.6
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16.4 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering and compactin to the required density.
12.6
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16.68. Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
126
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4.3.1. Centering and shuttering including strutting, propping etc. and removal of form work for
4.3.1 Foundations, footings, bases for columns
12.6
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4.1.3. Providing and laying in position cement concrete of specified grade excluding the cost
centering and shuttering - All work up to plinth level:
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources)
2.52
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IRON GATE WITH RCC POST
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
12.8 dressing of sides and ramming ofbottoms, 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.
10.23
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Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.
14.82
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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)
1.35
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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
273.83
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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.
6.36
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5.9.6. Columns, Pillars, Posts & Strut
8.82
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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)
1.56
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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)
0.77
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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.
6.62
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13.43. Applying one coat of water thinable cement primer of approved brand and manufacture on wall surfaces. 13.43.1.Water thinnable cement primer.
11.76
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13.44 Finishing wall with water proofing cement paint of approved brand and manufacture of required shade. 13.44.1.New work (Two or More coat @ 3.84 Kg/10m2
11.76
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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
24.65
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13.62. Painting with synthetic enamel paint of approved brand and manufacture of required
colour to give an even shade:
13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
24.65
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10.25. 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,
396.32
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Gate Design Sculpture using Materila Fibre Clay
1
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Plastered of Paris
72
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Resin
192
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Marble Dust
96
-
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Chalk Powder
96
-
-
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Cobalt Blue
96
-
-
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Catalyst
96
-
-
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Fiber Mate
196
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-
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Iron Rod
96
-
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Coconut Fiber
96
-
-
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Wax Pool
96
-
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Thinner
96
-
-
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Mug
79
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Bucket
40
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Brush (Flat)
60
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Brush Round
9
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Aluminum Sheet
96
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-
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Colour
13
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-
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Mask (Professional)
10
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-
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Gloves
35
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Silicon
96
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-
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Labours Component
Head Artis
1
-
-
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Asstt. Artis
1
-
-
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Painter
1
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-
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Labours Charges
1
-
-
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Installation Charge
1
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Evaluation Notes How It Works ?
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