Birsa Agricultural University Tender
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Costs
EMD
₹ 12,62,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Peripheral Protection Wall Against Research Farm Grazing
Description
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Contact
Tender Id
2019_BAU_36247_1Bid Award Id
ViewTender No
567/2018-19Tender Authority
Birsa Agricultural University ViewPurchaser Address
-Website
http://https://www.bauranchi.org/
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Documents
BOQ Items
Providing R.C.C. M-20 with nominal mix of (1:1.5:3) in FOUNDATION and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I.
-
-
5829
Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge
-
-
238.38
Providing PCCM 100 in nominal mix of (1:3:6) in foundation with approved quality of stone chips 20mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer incharge.
282.7
-
3876.35
Providing PCCM 150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer incharge.
26.04
-
5358.83
Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in BEAM with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge.
-
-
8224.42
Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in COLUMN with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I.
-
-
6972.73
Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge
-
-
3894.47
Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in LINTEL BAND with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I.
-
-
6393.51
Providing T.M.T. Reinforcement FE 500 of following dia Rods as per approved design and drawing including carriage of M.S. Rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction and direction of E/I. 8 MM
-
-
65841.84
Providing T.M.T. Reinforcement FE 500 of following dia Rods as per approved design and drawing including carriage of M.S. Rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction and direction of E/I. 10 MM
-
-
63762.52
Providing T.M.T. Reinforcement FE 500 of following dia Rods as per approved design and drawing including carriage of M.S. Rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction and direction of E/I. 12 MM
-
-
63762.5
Providing random rubble stone masonry in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I
3999.3
-
2502.14
Providing cement flush pointing (1:3) with clean coarse sand of FM 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
9901
-
98.32
Providing 12mm thick plaster (1:6) with clean coarse sand of FM 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
-
-
124.6
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)
-
-
96.05
Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I
-
-
81.14
Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)
6294.6
-
39.82
Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I
34800
-
92.84
Extra for forming cavity 5 cm to 7.5 cm wide in cavity walls with necessary
weep and vent holes including use of cores and cost of providing and
fixing bitumastic coated M .S. ties 300 mm long of 25x3 mm section at
not less than 3 ties per sqm as per approved design.
10000
-
106.25
Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15M lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.
0.96
-
109.36
Providing PCCM 200 in nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer incharge.
1.91
-
5829
Supplying at site Angle iron post & strut of required size including bottom
to be split and bent at right angle in opposite direction for 10 cm length
and drilling holes upto 10 mm dia. etc. complete.
591.6
-
62.05
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 ength, upto 3 m height of wall with existing angle
iron ‘Y’ shaped placed 2.4 m 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, including 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 (cost of M.S. angle, C.C. blocks shall be paid separately)
150
-
255
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for
separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire
612
-
12.65
Providing two coats of ready mixed paint of approved shade and made over steel surface including cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I.
562.28
-
57.15
CARRAIGE SAND Lead 30 Km
-
-
628.52
CARRAIGE STONE CHIPS Lead 30 Km
-
-
628.52
CARRAIGE BRICKS Lead 30 km
-
-
1533.48
CARRAIGE Stone Boulder lead 40 Km
3999.3
-
651.26
Labour welfare fund
1
-
558019.27
GST @ 12 %
1
-
6763193.57
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