| Item |
Description |
Quantity |
Unit |
Rate(Tk) |
Amount(Tk) |
| 01 |
Labour for breaking the head of cast-in-situ bored 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 of anchorage in pile cap, carrying all shorts of handling, stacking the same properly after clearing , levelling and dressing the site etc. complete as per drawing , specification and direction of the EIC . |
34.00 |
NOS |
450.00 |
15,300.00 |
| 02 |
Earth work in excavation of foundation trenches of any dimension upto required depth including removal of soils to a required distance within the site with necessary shoring and bailing out of water, providing temporary drain if necessary as per drawing and instruction of the Engineer-In- Charge. |
302.00 |
M3 |
160.00 |
48,320.00 |
| 03 |
Supplying and laying of filling earth over the compacted surface in 150 mm layers including levelling , watering , compacting each layer upto finished level as per direction of the EIC . (Excavated earth will be used for backfilling) |
255.00 |
M3 |
50.00 |
12,750.00 |
| 04 |
Single layer (3") 1st class ordinary brick flat soling in floor and other places where necessary including sorting and soaking of bricks, Levelling, laying & filling the intertstices with sand as per direction of EIC. |
100.00 |
M2 |
150.00 |
15,000.00 |
| 05 |
Supplying and laying of single layer polythene sheet weighing one Kilogram per 6.5 square metre (min. 0.05 mm thick) in floor and foundation above the brick flat soling all complete as per direction of Engineer-in-charge. |
110.00 |
M2 |
15.00 |
1,650.00 |
| 06 |
250 mm thick ordinary brick work (1:5) including supplying of bricks, sorting and soaking of bricks (minimum 24 hours), curing for min 10 days. Bricks to be soaked for 24 hours in two stages of 12 hours. Fresh water to be used for each stage of soaking. All complete as per direction of the EIC.
|
14.00 |
M3 |
2715.00 |
38,010.00 |
| 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) |
20.50 |
TON |
50862.00 |
1,042,671.00 |
| 08A |
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 |
32.00 |
M3 |
5750.00 |
184,000.00 |
| 08B |
Grade Beam/ Tie Beam
|
28.00 |
M3 |
6800.00 |
190,400.00 |
| 08C |
Lift Core base / wall |
12.00 |
M3 |
7000.00 |
84,000.00 |
| 08D |
Reinforced cement concrete works (1:1.5:3) to give a minimum Cylinder strength of 25 MPa concrete from a machine mixed typical batch with fresh cement (conforming to BDS 232), best quality coarse Sylhet sand (minimum P.M.2.5) and 20 mm down graded crushed stonechips including cost of breaking chips,screening through proper services, cleaning and washing thoroughly, centering, shuttering with M.S. sheet and steel form, placing of reinforcement cage in position, mixing the aggregates with mixture machine, casting in steel forms, compacting b
y mechanical vibrators and tapered rods and curing for 28 days etc. all complete as per drawing, specification and direction of the EIC (Excluding the cost of reinforcements and its fabrication). Built up column and short column |
7.00 |
M3 |
7000.00 |
49,000.00 |
| 08E |
ground floor slab
|
47.00 |
M3 |
7000.00 |
329,000.00 |
| 09 |
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.
|
3.00 |
M2 |
3900.00 |
11,700.00 |
| 10 |
Supplying, fitting fixing pre-cast C.C (1:1.5:3) Block (450x450x50) from
finish C.C. block (In using expanded wire metal sheet of block) including all complete as per drawing and the direction of EIC.
|
265.00 |
M2 |
480.00 |
127,200.00 |
| 11A |
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) |
10.00 |
NO |
5500.00 |
55,000.00 |
| 11B |
"B" Type (In-In 750 x 750) |
4.00 |
NO |
8355.00 |
33,420.00 |
| 12 |
|
45.00 |
RM |
450.00 |
20,250.00 |
| 13 |
Taking out the existing waste water line from septic tank outlet to inspection pit and placing the same pipe as per direcrtion of the EIC cutting the earth to the required depth including fitting, fixing of all accessories, filling the depth with earth all complete as per direction of the EIC. |
18.00 |
RM |
665.00 |
11,970.00 |
| 14 |
Minimum 12mm thick cement plaster (1 :6) to wall only outer surface, finishing the corner and
edges including washing of sand, cleaning the surface, scaffolding and curing at least for 7
days etc. all complete as per drawing, specifications and direction of the Engineer
|
110.00 |
M2 |
85.00 |
9,350.00 |
| 15 |
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. |
30.00 |
M2 |
95.00 |
2,850.00 |
| 16 |
Hardonite Floor Finish (Excluding cost of Materials) |
0.00 |
M2 |
50.00 |
0.00 |
|
|
|
|
Total: |
2,281,841.00 |
