Birsa Agricultural University Tender
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Costs
EMD
₹ 49,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_BAU_98612_16Tender No
498 Dated 15.02.2025Tender Authority
Birsa Agricultural University ViewPurchaser Address
-Website
http://https://www.bauranchi.org/
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BOQ Items
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Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:6) in foundation and plinth with approved uality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.
5.44
4375
23801.85
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Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).
5.44
278
1514.22
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Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
8.7
165
1442.46
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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)
2.31
4961
11461.6
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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 bolted with special shaped washers etc. complete.
377.33
158
59859.63
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Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 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.
16.49
602
9937.86
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Hydraulic Excavator of 1 cum bucket
1
1206
1206.98
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Providing two coats of synthetic enamel paint & primer one coat of red lead paint approved shade and made over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direction of E/I
20
123
2476.2
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Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)
2.86
128
368.6
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SITC of silent type D G Set of capacity 160 KVA with AMF Panel IS /IEC -60034—1IS 1460 IS:13018
1
1771550
1771550
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150 sq.mm,3.5 core
80
1262
100972
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Laying and fixing of one number PVC insulated and PVC sheated /XLPE power cable of 1.1 KV grade of following size on wall surface as required.(clamped with 20mmx3mm GI Tape)
60
82
4920
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Providing and fixing following capacity 4 pole ON/OFF load change over switches with side handle operation ,in sheet steel enclosure in existing metal board including drilling holes in metal board ,making connection , earthing the body etc as required. 400amps ,4 pole
1
18222
18222
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Earthing with copper earth plate 600mmx600mmx 3 mm thick including accesssories and providing masonary enclosure with cover plate having locking arrangement and watrering pipe etc (but with charcoal or coke and salt) as required
2
10666
21332
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a)Carriage of constructional materials from nearest source to work site Sand lead 30 Km
12.9
424
5479.4
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b) Carriage of constructional materials from nearest source to work site Stone chips lead 30 KM
1.99
424
845.27
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c) Carriage of constructional materials from nearest source to work site brick
2964
610
1810.71
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Carriage of constructional materials from nearest source to work site EARTH (LEAD 1 K.M)
2.86
150
429.31
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Add GST 18%
1
1
369405.17
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Add LWF 01%
1
1
24216.56
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