Birsa Agricultural University Tender
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Costs
EMD
₹ 16,300Document Cost
₹ 1,250Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_BAU_99432_3Tender No
528 dated 05.03.2025Tender 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.
10.5
4375
45941.07
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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).
17
278
4731.95
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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 superstructure 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.
8.5
4509
38327.86
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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.
85
165
14093
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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)
85
139
11868.55
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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)
13.85
4961
68719.96
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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.
1818.27
158
288450.35
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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.
144
602
86783.04
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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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S.I.T.C of following rating LED Flood lighting luminaries with pressure die cast housing and toughened glass cover,IP 66 protection, LUMINIOUS EFFICARY 110LM/W, with lens in existing pole/pipe for supply voltage100-270v AC, 50Hz Luminaries shall confirm to IS;10322 part- 5/section-5 and shall be complete with all necessary accessories as required. 90/100W LED Flood light
1
9523
9523
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3 Core 4 Sq.mm (service line)
50
206
10345.5
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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)
52.5
128
6766.2
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a) Sand lead 30 Km
26.5
424
11256.14
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b) Stone chips lead 30 KM
11.95
424
5075.88
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c) Brick
12642
610
7723
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EARTH (LEAD 1 K.M)
52.65
150
7903.29
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ADD GST 18%
1
1
123084.74
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ADD LWF 01%
1
1
8068.89
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