Building Construction Department Tender
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Costs
EMD
₹ 58,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BCD_95872_1Tender No
BCD/EE/HAZARIBAG/ 37/06/2024-25Tender Authority
Building Construction Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches 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)
94.6
55
5229.38
Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)
26.63
589
15700.42
Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
166.73
330
55078.91
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
16.72
4598
76864.01
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. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
14.1
5218
73573.8
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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size)
22.28
6082
135541.32
Providing designation 75B brick work in C.M (1:6 ) in foundation and plinth with approved quality 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 , curring , taxes and royalty all complete as per builiding specification and direction of E/I.
7.23
5110
36957.4
Providing designation 75 B brick work in C.M. (1:6) in superstructure with approved quality 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.
76.16
5244
399389.13
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) : 3 graded stone aggregate 20 mm nominal size).
19.51
6308
123104.98
providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. a) 8 mm
2.18
83314
181874.51
b)10 mm
2.18
82096
179216.75
c) 12 mm
2.91
80879
235034.58
COLUMNS footing=2*4*(4.5+4)*1.0
119.7
194
23281.65
COLUMNS in S/S
272.5
465
126816.98
E/w in excavation in foundation trenches in hard soil (vide classification of soil item B) and disposal to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.
145.54
167
24364.35
Centering and Shuttering includingg Struting,Propping etc. and removal of form for- Plinth Beam, Lintels band.Tie beam shuttering Lintal band shuttering
171.84
363
62544.97
Finishing walls with Acrylic Smooth exterior paint of required shade :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)qty same as plaster area vide item no.14
1204.74
131
157893.22
Providing two coats Ready Mixed Painting over steel Surface do----do all comp job.Same as item no 18
110.71
70
7817.37
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, includin necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre.
210
306
64402.8
Providing angle as per I.S. 226
50 x 50 x 6 mm
0.68
71500
48548.5
Labour for cutting of M.S. angle iron post to required length, one end splitted as fishtailed in a length of 150mm complete as per building specification and direction of E/I.
77
28
2171.4
Carriage of Materials(A) Sand Avg. Lead 5 km
112.38
625
70262.22
(B) Chips Avg. Lead 15 km
57.87
415
24062.02
(D) Bricks Avg. Lead 15 km
47.38
1015
48118.11
Add GST 18 %
2428515.23
-
437132.74
Add L.Cess 1 %
2865647.97
-
28656.48
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