Department Of Agricultural Research And Education Tender
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Costs
EMD
₹ 20,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_DARE_787214_1Tender No
8(2)BK/2017Tender Authority
Department Of Agricultural Research And Education ViewPurchaser Address
-Website
http://http://dare.nic.in/
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BOQ Items
Area = 1 x 20.00x 10.00 x 0.20 + 0.30/2 = 50.00 Cum
50
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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 of bottoms, for all lift, including getting out the excavated soil and deposal of surplus excavated soil as directed with in a lead of 50 meter
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All kinds of soil.
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L.wall 4 x 19.29 x 0.60 x 0.60 = 27.77 Cum
-do- 2 x 8.89 x 0.60 x 0.60 = 6.40 “
-do- 4 x 3.43 x 0.60 x 0.60 = 4.93 “ Total =39.10 Cum Say = 40.00 Cum
L.wall 4 x 19.29 x 0.60 x 0.60 = 27.77 Cum
-do- 2 x 8.89 x 0.60 x 0.60 = 6.40 “
-do- 4 x 3.43 x 0.60 x 0.60 = 4.93 “ Total =39.10 Cum Say = 40.00 Cum
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Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidating each deposited layer by ramming and watering lead upto 50Mtr. and for all lift.
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Qty. same as above S.No. 1.07
40
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Cement concrete (CAST IN SITU)
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Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering - All up to plinth level :
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1: 2: 4 (1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).
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Vert post 7 x 4 x 0.30 x 0.30 x 0.60 = 1.51 Cum Say 2.00 Cum
2
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1: 5 : 10 (1 cement : 5 coarse sand (Zone-III) derived from natural sources : 10 graded stone aggregate 40mm nominal size derived from natural sources).
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Wall 4 x 19.29 x 0.60 x 0.15 = 6.94 Cum
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do- 2 x 8.89 x 0.60 x 0.15 = 1.60 “
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do- 4 x 3.43 x 0.60 x 0.15 = 1.23
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Floor base 1 x 18.34 x 1.08 x 0.10 = 1.98 “
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Dooorstop 7 x 1.50 x 0.30 x 0.10 = 0.31 “
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Lab. 1 x 2.88 x 3.68 x 0.10 = 1.05 “
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Total = 13.11 Cum Say = 13.20 Cum
13.2
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, achor blocks, plain window wiolls, fillets, sunken floor etc. upto floor five level, excluding the cost of centering, shuttering and finishing.
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Col. 18 x 0.30 x 0.23 x 0.80 = 0.99 Cum
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do- 10 x 0.30 x 0.23 x 0.35 = 0.24 “
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Total = 1.23 Cum. Say = 1.30 Cum
1.3
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MASONARY WORK
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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 :
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Cement mortar 1 : 6 (1 cement : 6 coarse sand)
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Wall 4 x 19.15 x 0.46 x 0.27 = 9.51 Cum
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do- 2 x 9.03 x 0.46 x 0.27 = 2.24 “
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do- 4 x 3.57 x 0.46 x 0.27 = 1.77 “
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do- 4 x 19.04 x 0.35 x 0.27 = 7.19 “
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do- 2 x9.14 x 0.35 x 0.27 = 1.72 “
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do- 4 x 3.68 x 0.35 x 0.27 = 1.39 “
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do- 2 x 18.92 x 0.23 x 0.80 = 6.96 “
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do- 2 x 18.46 x 0.23 x 0.35 = 2.97 “
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do- 2 x 2 x 4.03 x 0.23 x 0.80 = 2.96 “
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do- 2 x 3.80 x 0.23 x 0.35 = 0.61 “
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1 x 4.26 x 0.23 x 1.80 = 1.76 “
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1 x 3.80 x 0.23 x 2.25 = 1.96 “
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1 x 3.23 x 0.23 x 1.80 = 1.33 “
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1 x 3.23 x 0.23 x 2.25 = 1.67 “
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(i) Total =44.04 Cum
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Deductions :
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Door 5 x 1.05 x 0.23 x 0.80 = 0.96 Cum
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do- 5 x 1.05 x 0.23 x 0.35 = 0.42 “
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do- 1 x 1.05 x 0.23 x 2.10 = 0.50 “
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do- 2 x 1.05 x 0.23 x 0.80 = 0.38 “
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(ii) Total = 2.26 Cum
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Balance (i) – (ii) =41.78 Cum Say = 42.00 Cum
42
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Half brick masonary with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :
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Cement mortar 1 : 4 (1 cement : 4 coarse sand)
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Lab. 3 x 0.60 x 0.80 = 1.47 Sqm. Say 2,00 Sqm.
2
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Steel Work
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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 complete:
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Vert. post angle 18 x 2 x 2.10 x 4.50 kg./sqm. = 340.20 Kg.
50 x 50 x 6
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do- 10 x 2 x 2.55 x 4.50 “ = 229.50 “
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Plate 6 mtr. 28 x 2 x 0.25 x 0.25 x 47.10 kg./sqm=164.85 “
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Total = 734.55 Kg. Say = 735.00 Kg.
735
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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 boltedf with special shaped washers etc. complete.
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Hot finished welded types tubes.
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Truss pipe 2”x2” 7 x 10.00 x 4.6 kg./m. = 322.00 Kg.
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do- 2”x2” 7 x 10.00 x 4.6 kg./m. = 322.00 Kg.
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do- 1¼”x1¼” 7 x 5 x 0.30 x 0.60 x 2.25 kg./m = 35.43 “ 2
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Purlin, 2”x2” 4 x 2 x 19.30 x 4.6 =710.24 “
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Hold fast, cleats etc. = 60.33 “
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Total = 1450.00 Kg.
1450
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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.
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In grating, frames, guard bar, ladder, railings, brackets, gates and similar works
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Gate 13 x 1.05 x 2.10 x 15 Kg./sqm. = 429.97 Kg. Say = 430.00 Kg.
430
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FLOORING
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Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand).
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Medium shade pigment using 50% white cement 50% Grey cement
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Gallery 1 x 20.50 x 1.20 = 24.60 Sqm.
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Door 5 x 1.20 x 0.30 = 1.80 “
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Total = 26.40 Sqm. Say = 27.00 Sqm. Say = 430.00 Kg.
27
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ROOFING
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Providing & Fixing precoated galvanized iron profile sheets (size shape and pitch of corrugation as approved by Engineer in charge) of total coated thickness 0.5 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS : 277, in 240 mpa steel grade 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge.. The sheet shall be fixed using self drilling/ self tappiong screws of size (5.5 x 55 mm) with EPDM seal, complete upto 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
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Shed 2 x 19.20 x 5.30 = 203.52 Sqm. Say = 204.00 Sqm. Say = 27.00 Sqm. Say = 430.00 Kg.
204
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Providing & Fixing precoated galvanized steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 grams per sqm as per IS : 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester t op coat 15-18 microns using self drilling / self tapping screws complete :
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Ridges plain (500-600 mm)
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Shed 19.20 Mtr. Say = 20.00 Mtr. Say = 27.00 Sqm. Say = 430.00 Kg.
20
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Fininshing
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12 mm cement plaster of mix :
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1 : 6 ( 1 cement : 6 fine sand)
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Wall 2 x 18.92 x 1.25 = 47.30 Sqm.
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2 x 18.46 x 0.60 = 22.15 “
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2 x 9.72 x 1.25 = 24.30 “
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3 x 3.80 x 0.60 = 6.84 “
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1 x 4.26 x 1.80 = 7.66 “
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1 x 4.26 x 2.85 = 12.14 “
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1 x 3.46 x 1.80 = 6.22 “
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1 x 3.23 x 2.25 = 7.26 “
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Total =133.87 Sqm. Say 134.00 Sqm. Say = 27.00 Sqm. Say = 430.00 Kg.
134
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15 mm cement plaster on the rough side of single or half bricks wall of mix
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1 : 6 (1 cement 6 fine sand) :
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Wall 2 x 18.46 x 0.80 = 29.53 Sqm.
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do- 2 x 18.46 x 0.35 = 12.92 “
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do- 2 x 9.26 x 0.80 = 14.81 “
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do- 3 x 3.80 x 0.35 = 3.99 “
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do- 1 x 4.26 x 1.80 = 7.66 “
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do- 1 x 4.26 x 2.60 = 1.10 “
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do- 1 x 3.46 x 1.80 = 6.22 “
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do- 1 x 3.23 x 2.25 = 7.26 “
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Total = 83.59 Sqm. Say = 84.00 Sqm. Say 134.00 Sqm. Say = 27.00 Sqm. Say = 430.00 Kg.
84
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Finishing walls with Acrylic Smooth exterior paint of required shade
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New work (Two or more coat applied @ 1.67 ltr./10 sqm over and including priming coat of exterior primer applied @ 2.20 kg./10 sqm.)
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Qty. same as above S.No 7.11=134.00
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do- S.No. 7.22 = 84.00 “
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Total = 218.00 Sqm.
218
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Painting with synthetic enamel paint of approved brand and manujfacture to give an even shade :
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Two or more coats on new work.
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Vert. post 18 x 0.20 x 1.80 = 6.48 Sqm.
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do- 10 x 0.20 x 2.25 = 4.50 “
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Truss. 7 x 2 x 10.00 x 0.20 =28.00 “
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do- 7 x 5 x 0.20 x 0.45 = 3.15 “
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Purlin 4 x 2 x 0.20 x 19.30 =30.88 “
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Gate 13 x 1.05 x 2.10 =28.66 “
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Total =101.67 Sqm. Say =102.00 Sqm.
102
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Chain Link Fencing Work
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Providing & Fixing G.I. chain link fabric fencing of required width in mesh size 50 x 50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of engineer in charge.
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Made of G.I. wire of dia 4 mm.
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Outer wall 1 x 18.75 x 1.80 = 33.75 Sqm.
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do- 1 x 15.40 x 1.80 = 27.72 “
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do- 3 x 4.20 x 1.80 = 22.68 “
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do- 2 x 1.20 x 0.70 = 1.68 “
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do- 1 x 18.75 x 1.50 = 28.12 “
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do- 1 x 15.40 x 1.50 = 23.10 “
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do- 3 x 4.20 x 1.50 = 18.90 “
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Total =155.95 Sqm. Say =156.00 Sqm Say =102.00 Sqm.
156
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Water Supply
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Providing & Fixing G.I. pipes with G.I. fittings including trenching and refilling etc. External work :
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15 mm dia nominal bore
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20.00 Mtr
20
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20 mm dia nominal bore = 10.00 Mtr
10
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Painting G.I. pipe & fittings with two coats of anti- corrosive bitumastic paint of approved quality
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15 mm diameter pipe = 20.00 Mtr.
20
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20 mm diameter pipe = 10.00 Mtr.
10
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Providing & Fixing sand of grading zone V or coarser grade, all around the G.I. pipes in exterial work :
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15 mm diameter pipe = 20.00 Mtr.
20
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20 mm diameter pipe = 10.00 Mtr.
10
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Providing & Fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
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15 mm nominal bore = 01 Nos
1
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20 mm nominal bore = 01 Nos
1
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Providing & Fixing C.P. brass longnose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
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15 mm nominal bore = 02 Nos
2
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DRAINAGE
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Providing & Fixing non pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1 : 2 (1 cement : 2 fine sand) including testing of joints etc. complete
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15.00 Mtr
15
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