| Item |
Description |
Quantity |
Unit |
Rate(Tk) |
Amount(Tk) |
| 01A |
Pre-cast driven (400mmx400mm) pile with reinforced cement concrete (Mix ratio 1:1.5:3) having a minimum cylinder crushing of 25 MPa at 28 days. Sylhet sand (minimum F.M 2.50) and best quality 20 mm down graded crushed stone chips including cost of breaking chips, screening through proper services, cleaning and washing throughly, centering and water tight shuttering with M.S sheet and steel form, placing of reinforcement cage in position, mixing the aggreegates with mixer machine, casting in steel forms, compacting by mechanical vibrators and
tapered rods and curing for 28 days etc. driving the pile (with diesel hammer rig) upto the desgin depth as per standard practice or specified method, providing all equipments labour, materials including setout through survey, as built drawings and pile driving reports etc. all complete as per drawing & direction of the EIC.
a) Cost of cement concrete (Size 400 mm x 400 mm)
|
180.00 |
RM |
1296.00 |
233,280.00 |
| 01B |
Cost of pile driving (Size 400 mm x 400 mm) |
180.00 |
RM |
1046.00 |
188,280.00 |
| 01C |
Supplying and fabrication of deformed bar (from approved supplier only) of grade 60 with minimum Fy=415 Mpa of different sizes and length in all R.C.C works including straighting, cutting, bending, binding, making of chairs and placing of spacers with supply of G.I wire (22 BWG) and welding, placing in positing where specific, hooking, cranking, lapping etc. all complete as per drawing & direction of the EIC. |
4.50 |
TON |
34400.00 |
154,800.00 |
| 01D |
Labour for breaking the head of cast-in-situ bored pile/ pre-cast pile upto required length by any means and removing the dismantled materials such as concrete to a safe distance including scrapping and removing concrete from steel/ MS rods, preparation and making platform where necessary, bending of rod for anchorage in pile cap, carrying all sorts of handling, stacking the same properly after clearing,levelling and dressing the site etc.
complete as per drawing, specification and direction of the Engineer. Measurement will be given by the actual pile head volume to be broken.
|
1.00 |
M3 |
1055.00 |
1,055.00 |
| 02 |
|
10.00 |
M3 |
85.00 |
850.00 |
| 03 |
(1:3:6) Mass concrete in foundation or floor or where necessary as per drawing with cement, sand (F.M. 1.2) and stone chips including breaking chips, screening, mixing, laying, compacting to levels and curing for at least 7 days etc. all complete as per drawing, specification and direction of the Engineer.
|
0.25 |
M3 |
5408.00 |
1,352.00 |
| 04 |
50mm thick cement concrete damp proof course (1:1.5:3) in cement concrete with cement, sand (F.M. 1.2), stone chips including breaking chips, screening, mixing, casting, curing and inished etc. ail complete as per drawing, specification and direction of the Engineer.
|
200.00 |
M2 |
380.00 |
76,000.00 |
| 06A |
Reinforced cement concrete work (1:1.5:3) in all R.C.C works having minimum crushing strength 25 Mpa (cylinder) at 28 days with Holcim Cement, 20mm down graded stone chips, sand (F.M.not less than 1.8 ) including washing, breaking of chips, screening of sand, mixing, laying, compacting, maintaining levels, curing for minimum 28 days etc. all complete as per direction of the EIC. Pile cap/Caping beam |
28.00 |
M3 |
6000.00 |
168,000.00 |
| 06B |
Reinforced cement concrete work(1:1.5:3) in all R.c.c works having minimum crushing strength 25 Mpa (cylinder) at 28 days with Holcim Cement, 20mm down graded stone chips, sand (F.M.not less than 2.5 ) including washing, breaking of chips, screening of sand, mixing, laying, compacting, maintaining levels, curing for minimum 28 days etc. all complete as per direction of the EIC.
Column |
28.00 |
M3 |
6500.00 |
182,000.00 |
| 06C |
ground floor slab
|
21.00 |
M3 |
8000.00 |
168,000.00 |
| 06D |
|
198.00 |
M2 |
700.00 |
138,600.00 |
| 06E |
|
1.60 |
M3 |
5800.00 |
9,280.00 |
| 07 |
Supplying and fabrication of deformed bar of Grade 60 with minimum Fy=415 Mpa of different sizes and length in all R.C.C works including straightening, cutting, bending, binding, making of chairs and placing of spacers with supply of G.I wire(22 BWG) and welding, placing in positing where specific, hooking, cranking. lapping etc. all complete as per drawing, specification and direction of the Engineer M.S. Road (fy=415 Mpa) |
16.00 |
TON |
30000.00 |
480,000.00 |
| 08 |
125 mm thick ordinary brick work (1:4) including supplying and carrying coarse sand, 1st class bricks, sorting and soaking of bricks (Min 24 hours with fresh water), curing (Minimum 10 days) all complete as per drawing and direction of the Engineer-In-Charge. |
10.00 |
M2 |
360.00 |
3,600.00 |
| 09 |
250 mm or more thick ordinary brick work (1:5) including supplying of coarse sand, bricks, sorting and soaking of bricks (minimum 24 hours with fresh water), curing for min 10 days all complete as per direction of the EIC . |
50.00 |
M3 |
2800.00 |
140,000.00 |
| 10 |
Supplying, fitting and fixing of motorized rolling shutter made of 24 SWG GP sheet unit minimum 69mm width having 10mm ans 12mm dia circular folding at ends, rolled in machine, locked togeteher properly to form rolling shutter, top of the shutter to be fitted with circular spring box made of 22 bwg sheet, containing best quality spring made of China, including alluminium switch box circuit breaker all complete as per direction of the EIC. |
7.50 |
M2 |
7500.00 |
56,250.00 |
| 11 |
|
88.00 |
M2 |
60.00 |
5,280.00 |
| 12 |
Average 20 mm thick cement plaster (1:6) to wall maintaining sharp angle at corners, joints, kobla etc. with steel trowel finish including supplying of best quality coarse sand, screening, curing for minimum 10 days all complete as per dorection of the E.I.C. |
375.00 |
M2 |
90.00 |
33,750.00 |
| 13 |
Minimum 8 mm thick cement plaster (1:4) to all R.c.c surface such as ceiling, coloum, beam, lintel etc maintaining sharp angle at corners, joints, kobla etc. with steel trowel finish including supplying of best quality coarse sand, screening, curing for minimum 10 days all complete as per dorection of the E.I.C. |
510.00 |
M2 |
103.00 |
52,530.00 |
| 14 |
Weather coat painting of best quality & approved colour to outside walls and other places where necessary over a coat of primer after cleaning, sand papering the surface as per manufacturer,s specification all complete as per direction of the EIC. |
600.00 |
M2 |
106.00 |
63,600.00 |
| 15 |
Epoxy painting (berger or equivalent) of best quality and approved colour to wall two coats over a coat of primer including cleaning, sand papering the surface all complete as per direction of the EIC.(including supply of all materials) |
360.00 |
M2 |
200.00 |
72,000.00 |
| 16 |
|
265.00 |
M2 |
600.00 |
159,000.00 |
| 17 |
|
28.00 |
RM |
400.00 |
11,200.00 |
| 18 |
|
4.33 |
TON |
37000.00 |
160,210.00 |
| 19 |
|
200.00 |
M2 |
235.00 |
47,000.00 |
| 20 |
Supplying , fitting and fixing 150 mm dia (inner) UPVC best quality pipe water grade preferably (Lira/Aziz/National Polymer brand ) with all fittings and joints with high class solution and at the base and sides filling with best quality local sand all complete as per direction of the EIC. |
75.00 |
RM |
257.00 |
19,275.00 |
| 21 |
Supplying , fitting and fixing of Aluminium louver as per U.S AAMA standard specification having 1.2 mm thick outer bottom , top and sides (size 45 mm , 45 mm) all aluminum members of pre approved manufacturer of anodized silver colour including all accessories , supplying and fitting 5 mm thick white clear glass with neoprene , sealent all complete as per direction of the EIC.
|
10.80 |
M2 |
360.00 |
3,888.00 |
| 23 |
|
2.00 |
NO |
3500.00 |
7,000.00 |
| 25A |
|
0.00 |
M3 |
1380.00 |
0.00 |
| 25B |
|
0.00 |
M2 |
1700.00 |
0.00 |
| 25C |
150 mm dia R.C.C pipe line with proper slope and joint around the pipe including brick soling , earth cutting and back filling etc all complete as per direction of the EIC. |
0.00 |
RM |
350.00 |
0.00 |
| 25D |
Under ground R.C.C pipe line for surface water drainage including all complete as per drawing and direction of the EIC .
225 mm dia |
0.00 |
RM |
450.00 |
0.00 |
| 25E |
300 mm dia |
0.00 |
RM |
550.00 |
0.00 |
| 25F |
Construction of following sizes inspection pit with 150 mm thick R.C.C (1:2:4) wall , floor and top slab using 20 mm down graded stone chips including earth cutting , back filling , heavy duty grating at top slab , patent stone with neat cement finish (1:2:4) soling , polythene sheet laying on top of soling , shoring and watering if necessary etc . all complete as per drawing and direction of the EIC .
"A" Type (In-In 500 x 500) |
0.00 |
NO |
3500.00 |
0.00 |
| 25G |
"B" Type (In-In 750 x 750) |
0.00 |
NO |
4500.00 |
0.00 |
| 25H |
"C" Type (In-In 1000 x 1000) |
0.00 |
NO |
5500.00 |
0.00 |
| 25I |
250mm or more thick Brick Wall Dismantling |
0.00 |
M2 |
250.00 |
0.00 |
| 25J |
|
0.00 |
M2 |
500.00 |
0.00 |
| 25K |
|
0.00 |
M2 |
215.00 |
0.00 |
| 25L |
|
0.00 |
M2 |
550.00 |
0.00 |
|
|
|
|
Total: |
2,636,080.00 |
