Bodoland Territorial Council Tender
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Costs
EMD
₹ 1,87,000Document Cost
₹ 1,900Tender Fee
Refer Documents
Summary
Construction Of Boundary Wall, Girls Toilet, Bicycle Stand, Main Gate Design And Land Development At Rupahi High School Under Jalah Development Block, Dist Baksa. (tn_90_5)
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_BTC_37431_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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5.22A.1 Mild steel and Medium Tensile steel bars
631.76
-
-
... More
5.9 Centering and shuttering including strutting, propping etc. and removal of form work for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
30.42
-
-
... More
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
55.8
-
-
... More
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
27.54
-
-
... More
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:
4.1.8 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
2.17
-
-
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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) derived from natural sources: 4 grad
aggregate 20 mm nominal size de rived from natural sources
7.57
-
-
... More
5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, pinth 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)
1.57
-
-
... More
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)
11.68
-
-
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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 20cm in trenches,pinth,sides of foundation etc.complete.
38.18
-
-
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11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
94.36
-
-
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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)
29.09
-
-
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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.
Using other ISI marked approved circular hollow section
369.5
-
-
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12.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated ] or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
12.1.3 0.63 mm thick with zinc coating not less than 275 gm/m²
100.17
-
-
... More
12.13 Providing and fixing fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing accessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers or with self drilling fastener and EPDM washer etc. complete:
12.13.5 Barge boards
44
-
-
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13.2 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)
65.21
-
-
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13.1 12 mm cement plaster of mix:
13.1.1 1:4 (1 cement: 4 fine sand)
34.83
-
-
... More
13.50 Applying priming coat:
13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
100.04
-
-
... More
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)
100.04
-
-
... More
13.50 Applying priming coat:
13.50.2 With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood
17.6
-
-
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13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications:
13.48.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr /10 sqm over an under coat of primer applie @0.75 ltr/10 sqm of approved brand and manufacture
17.6
-
-
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Girls Toilet Block
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 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
24.32
-
-
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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.
52.75
-
-
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5.22A Steel reinforcement for R.C.C. work including straightening, cutting.bending, placing in posi
and binding all complete upto plinth level.
5.22A.4 Hot rolled deformed bars
909.39
-
-
... More
5.22A.1 Mild steel and Medium Tensile steel bars 8mm dia Rod Stirrup
291.44
-
-
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5.9 Centering and shuttering including strutting propping etc. and removal of form work for:
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
15.3
-
-
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5.9.3 Suspended floors, roofs, landings, balconies and access platform
34.56
-
-
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5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
34.74
-
-
... More
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
13.5
-
-
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5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the
ost 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) derived from natural sources: 4 graded sto
aggregate 20 mm nominal size de rived from natural sources
6.7
-
-
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5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, tresses, 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).
5.49
-
-
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6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement: 4 coarse sand)
3.45
-
-
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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)
50.62
-
-
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9.118.1 24 mm thick factory made PVC door shutters made of styles and rails of a u PVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). 24mm Thick
12.6
-
-
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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
18.51
-
-
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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
18.51
-
-
... More
11.37A Providing and fixing 1st quality ceramic glazed floor 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.
(a) Of size 200mm x 300mm and above.
79.54
-
-
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Construction of Boundary Wall
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 sifdes 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
237.79
-
-
... More
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.
305.89
-
-
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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 upto plinth level.
5.22A. 4 Hot rolled deformed bars
8017.16
-
-
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5.22A. 1 Mild steel and Medium Tensile steel bars
2646.19
-
-
... More
5.9. Centering and shuttering including strutting, propping etc. and removal of form work for:
5.9.1. Foundations, footings, bases of columns, etc. for mass concrete
103.79
-
-
... More
5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers
370.69
-
-
... More
5.9.6. Columns, pillars, piers, Abutments, posts and Struts
672.74
-
-
... More
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:
4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
18.12
-
-
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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) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources
67.82
-
-
... More
5.2. Reinforced cement concrete work in walls ( any thickness), inluding attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, abutments, postes 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 )
28.56
-
-
... More
6.13. Half brick masonary 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 )
556.04
-
-
... More
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. 9.48.1. Fixed to steel windows by welding.
4428.53
-
-
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13.1.12 mm cement plaster of mix : 13.1.1. 1:4( 1 cement:4 fine sand)
679.6
-
-
... More
13.2. 15 mm cemnet plaster on the rough side of single or half brick wall of mix:
13.2.1. 1:4(1 cement: 4 fine sand)
679.6
-
-
... More
13.50. Applying priming coat:
13.50.3. With ready mixed red oxide Zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works
1359.2
-
-
... More
13.48. Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufactures specifications:
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
1359.2
-
-
... More
13.43. Applying one cost of water thinnable cement primer of approved brand and manufacture on wall surface:
13.43.1. Water thinnable cement primer
222.42
-
-
... More
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)
222.42
-
-
... More
Iron Gate with RCC Post (2 Nos)
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 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
(A) Up to a depth of 2.00m below the existing G.L.
(a) In Ordinary Soil.
4.04
-
-
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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.
5.4
-
-
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5.22A Steel reinforcement for R.C.C. work including straightening, cutting.bending, placing in position and binding all complete upto plinth level.
5.22A.4 Hot rolled deformed bars
133.96
-
-
... More
5.22A.1 Mild steel and Medium Tensile steel bars
6mm dia (Stirrup Bar)
28.9
-
-
... More
5.9 Centering and shuttering including strutting, propping etc. and removal of form work for:
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
2.16
-
-
... More
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
4.32
-
-
... More
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
11.2
-
-
... More
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:
4.1.8 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources:
8 graded stone aggregate 40 mm nominal size derived from natural sources)
0.48
-
-
... More
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) derived from natural sources: 4 graded stone aggregate 20 mm nominal size de rived from natural sources
1.62
-
-
... More
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)
7.1
-
-
... More
13.2 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)
8.4
-
-
... More
10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting,
hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
In M.S. angles, Channels, Tees etc.,
458.92
-
-
... More
12.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
12.1.3 0.63 mm thick with zinc coating not less than 275 gm/m²
12.96
-
-
... More
13.50 Applying priming coat
13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
28.32
-
-
... More
13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as
per manufacturers specifications:
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.
28.32
-
-
... More
13.43. Applying one cost of water thinnable cement primer of approved brand and manufacture on wall surface: 13.43.1. Water thinnable cement primer
8.4
-
-
... More
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)
8.4
-
-
... More
MAIN GATE
5.0 Reinforced cement concrete
5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.5 Lintels, beams, plinth beams.griders, bressumers and cantilivers
6.46
-
-
... More
5.9.6 Columns, Pillars,Piers, Abutments,Posts and Struts
6.8
-
-
... More
5.22.A Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position
and binding all complete upto plintj level.
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
938.43
-
-
... More
5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
5.33.2 All works above plinth level upto floor V level
5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum
0.96
-
-
... More
FINISHING CEMENT PLASTER (IN FINE SAND)
13.1 12 mm cement plaster of mix:
13.1.2 1:6(1cement: 6 fine sand)
10.95
-
-
... More
13.2. 15mm cement plaster on the rough side of single or half brick wall of mix:
13.2.2 1:6(1cement: 6 fine sand)
10.95
-
-
... More
13.37 White washing with lime to give an even shade:
13.37.1 New work (three or more coats)
18.56
-
-
... More
13.41. Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade:
13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement
prime
18.56
-
-
... More
13.48.A. 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.
18.56
-
-
... More
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
13.12
-
-
... More
Land Development
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.(profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified.
2146.33
-
-
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