Bodoland Territorial Council Tender
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Costs
EMD
₹ 58,000Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BoTC_38900_1Bid Award Id
ViewTender No
No. TECH- 05/SE(B)/E-TenderTender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
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BOQ Items
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
1360.46
-
10
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
364.86
-
10
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
522.16
-
10
Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.
190.24
-
10
5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick.
99.72
-
10
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 20mm nominal size).
24.27
-
10
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).
7.91
-
10
Half brick masonry with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in.
6.12.2 Cement mortar 1:4 (1 cement: 4 coarse sand).
199.43
-
10
12mm cement plaster of mix :
13.1.1 /1:4 (1 cement: 4 fine sand)
256.2
-
10
15mm cement plaster on the rough side of single or half brick wall of mix:
(13.2.1/. In cement mortar 1:4.
256.2
-
10
Distempering
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 primer.
512.4
-
10
CONSTRUCTION OF GARRAGE 2 NOS. :
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
2.8.1 All kinds of soil
22.4
-
10
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
58.23
-
10
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).
1.34
-
10
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
284
-
10
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more
229
-
10
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
83
-
10
Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.
38.84
-
10
5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick.
23.16
-
10
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).
4.84
-
10
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: 2 graded stone aggregate.
1.58
-
10
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:
6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand).
3.31
-
10
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).
55.4
-
10
12mm cement plaster of mix :
13.1.1 /1:4 (1 cement: 4 fine sand)
57.13
-
10
15mm cement plaster on the rough side of single or half brick wall of mix:
(13.2.1/. In cement mortar 1:4.
53.68
-
10
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.
10.16.1 Hot finished welded type tubes.
606.84
-
10
Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm 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 0.63mm thick with zinc coating not less than 275gm/m2
44.73
-
10
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, plinth, sides of foundation etc. complete.
15.94
-
10
62mm thick cement concrete flooring with concrete hardener topping, under layer 50mm 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.
40.22
-
10
Providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joints with white cement cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size.
11.41A 3.1 Size of Tile 600 x 600mm
40.22
-
10
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
13.43.1 Water thinnable cement primer.
91.2
-
10
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface.
13.43.1 Water thinnable cement primer
156
-
10
Finishing wall with water proofing cement paint of required shade
13.44.1 New work (Two or more coats applied @ 3.84 kg/10sqm)
156
-
10
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes.
12.4.1 75mm diameter
8
-
10
ICBP CAR PARKING :
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 with lead upto 1000m. as per technical specification clause 303.01
(i) Private Land
108.76
-
10
Granular Sub-base with Well Graded Material (Table 400.1)
(A) By mix in place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers by tractor with grading attachment on prepared surface, mixing by mix in place method with rotavotor at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401.
(ii) For Grading II material.
43.88
-
10
3) WBM Grading 3 Using stone screening Type-A 13.2mm for Gr 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specificatyion Clause 405.
(A) By Manual means.
21.94
-
10
Interlocking Concrete Block Pavement with Edge Restrain.
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (inclusive of Edge restraint and carriage)
292.5
-
10
PLANTATION :
Planting of Trees and their Maintenance for three year (Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three year.
100
-
10
IRON GATE : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
2.8.1 All kinds of soil
(A) Up to a depth of 2.0m below the existing G.L
(a) In Ordinary Soil
10.13
-
10
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
6.75
-
10
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)
0.51
-
10
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
199.37
-
10
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
88.11
-
10
Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.
12.6
-
10
5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick.
3.36
-
10
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 20mm nominal size).
2.44
-
10
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).
0.49
-
10
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.
399
-
10
LAND DEVELOPMENT :
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, plinth, sides of foundation etc. complete.
(b) Other than Guwahati City
581
-
10
SOLAR CONNECTIVITY :
Fitting, fixing and installation of Solar Power Plant 2 kw Single phase
Module Vikram Solar Mono Perc 545wp 24v Helf Cutt Cell M10=4 Pes
Solar PCU Off-grid Microtek PWM Based Controller 2550va 24v Single phase with 2 years onsite Warranty=1 Pes
Solar Battery Exide 150Ah 12v with 3 Years Warranty=2 Pes
Structure for 4 pes panels, Wire 4sq, 10sq, 16sq mm, mc4 connector, AJB, ACDB, Earthing Material and All Accessories.
1
-
10
Solar Module INA 100wp 12v=4 Pes
LED Light Lokozo Luminary 30 watt Inbelt Po4 Battery=4 Pes
Octagonal Pole G.I 7mtr with Arm and Four Panel Structure and Four Light Arm Stand with Foundation Nut Bolt=1 Set
1
-
10
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