| Item |
Description |
Quantity |
Unit |
Rate(Tk) |
Amount(Tk) |
| 01 |
|
457.00 |
M2 |
20.00 |
9,140.00 |
| 02A |
Sand filling (F.M 0.80) in layers of 150mm maximum. Compacting upto required depth. Desired leveling and camber of peripheryhas to be achieved as per drawing and direction of the Engineer-In-charge. Before, starting sand filling existing level will be measured and after completion of sand filling measurement will be taken of the same location. (as compacted volume) |
1300.00 |
M3 |
540.00 |
702,000.00 |
| 02B |
Foot path and other places . |
12500.00 |
M3 |
434.00 |
5,425,000.00 |
| 02C |
Sand filling with Roller I/c.compaction (Excluding sand supply). |
2000.00 |
M3 |
176.00 |
352,000.00 |
| 02D |
Earth cutting with excavator (Upto 3.00m above) |
5000.00 |
M3 |
50.00 |
250,000.00 |
| 03 |
Sand (F.M 0.80) and khoa ( 38mm down graded) compaction (40:60) for 400mm thick sub-base in layers of 150mm maximum. Compacting and consolidating with 8 to 10 tons smooth wheel roller upto required depth. Desired leveling and camber of peripheryhas to be achieved as per drawing and direction of the Engineer-In-charge. |
1200.00 |
M3 |
1875.00 |
2,250,000.00 |
| 04A |
Single layer ordinary brick flat soling in foundation and floor , where necessary with 1st class ordinary bricks including suppling of sand , sorting and soaking of bricks (min 8 hours), levelling, laying and filling the interstices with fine sand as per drawing and direction of EIC.
Including brick supply . |
3500.00 |
M2 |
145.00 |
507,500.00 |
| 04B |
Excluding supplying of bricks (with existing brick ). |
700.00 |
M2 |
30.00 |
21,000.00 |
| 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. |
4300.00 |
M2 |
15.00 |
64,500.00 |
| 06A |
Reinforced cement concrete work in road and drain ( attaining cylinder strength of 24 Mpa in 28 days with leanest permissible mix 1:2:4 with 20mm down graded stone chips, sand ( coars sand F.M not less than 2.50 and medium sand not less than (1.5) mixed in proportion (2:1 ) and cement, using water tight form work including supplying of all materials with proper curing etc. all complete as per drawing and instruction of the EIC.
R.C.C Road , drain and parking area . |
515.00 |
M3 |
5000.00 |
2,575,000.00 |
| 06B |
As cast R.C.C Kerb (Including cost of 1% reinforcement ) |
30.00 |
M3 |
10000.00 |
300,000.00 |
| 06C |
As cast R.C.C Kerb (Excluding cost of reinforcement ) |
0.00 |
M3 |
7500.00 |
0.00 |
| 07A |
Supplying , fitting fixing of 150mm thick (450x450x150) pre-cast ( 1:1.5:3) form finish R.C.C road kerb with 1% reinforcement (cost of kerb including reinforcement ) including base c.c casting for kerb filling etc all complete as per drawing and direction of EIC.
Pre-cast kerb (including 1% reinforcement) |
40.00 |
M3 |
11500.00 |
460,000.00 |
| 07B |
Pre-cast kerb (Excluding reinforcement) |
0.00 |
M3 |
7800.00 |
0.00 |
| 08 |
Construction of 50 mm thick C.C (1:2:4) with 4% water proofing admixture under footpath with 12 mm down graded stone chips including supplying of all materials as per drawing and direction of the EIC . |
450.00 |
M2 |
294.00 |
132,300.00 |
| 09 |
|
400.00 |
SQM |
1050.00 |
420,000.00 |
| 10 |
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) |
55.00 |
TON |
50862.00 |
2,797,410.00 |
| 11A |
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 |
260.00 |
RM |
500.00 |
130,000.00 |
| 11B |
300 mm dia |
115.00 |
RM |
750.00 |
86,250.00 |
| 11C |
450 mm dia |
30.00 |
RM |
1250.00 |
37,500.00 |
| 11D |
600 mm dia |
258.00 |
RM |
2000.00 |
516,000.00 |
| 12A |
R.C.Cpipe line under road and parking area (as road crossing)
225 mm dia |
60.00 |
RM |
750.00 |
45,000.00 |
| 12B |
300 mm dia |
25.00 |
RM |
1100.00 |
27,500.00 |
| 12C |
450 mm dia |
15.00 |
RM |
1800.00 |
27,000.00 |
| 12D |
600 mm dia |
12.00 |
RM |
3326.00 |
39,912.00 |
| 13A |
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. |
80.00 |
RM |
482.00 |
38,560.00 |
| 13B |
|
0.00 |
RM |
150.00 |
0.00 |
| 14A |
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) |
40.00 |
NO |
5000.00 |
200,000.00 |
| 14B |
"B" Type (In-In 750 x 750) |
25.00 |
NO |
7500.00 |
187,500.00 |
| 14C |
"C" Type (In-In 1000 x 1000) |
20.00 |
NO |
9000.00 |
180,000.00 |
| 14D |
"D" Type (In-In 1200 x 1200) |
10.00 |
NO |
11860.00 |
118,600.00 |
| 14E |
"E"Type (In-In 1500 x 1500) |
1.00 |
NO |
15000.00 |
15,000.00 |
| 15 |
Construction of (5.5x2.5x2.5 M) out-out septic tank as per approved type plan over a brick flat soling and 150 mm thick cement concrete flooring (1:2:4) with 100 mm thick walls in partition and 150 mm thick walls in surrounding , minimum 15 mm thick cement plaster (1:4) to inside walls with NCF and 25 mm thick patent stone (1:2:4) flooring with NCF including supplying , fitting and fixing fixing of two HC.I tees with 2 nos. painted H.C.I pipe (2ft length) and providing 3 nos 450 mm dia water sealed heavy type C.I manhole cover with locki
ng arrangement and 100 mm thick R.C.C (1:2:4) top slab with minimum 1% reinforcement including centering , shuttering , fabricating , casting and curing etc. complete upto required depth including necessary earth work in excavation and work in excavation shoring , bailing out water and side filling including the cost of all materials , operations and incidental charges all complete as per drawing and direction of the EIC. |
1.00 |
NO |
160000.00 |
160,000.00 |
| 16 |
1000 x 300 x 40 mm H.C.I grating on top of surface drain at loading unloading bay including painting supply of all materials as per drawing and direction of the EIC. |
4.00 |
NO |
5000.00 |
20,000.00 |
| 17 |
Construction of under ground drain for electric and water supply pipe line to ware house including 250mm thick wall, bottom & top casting, patent stone casting, inside plaster with neat cement finish and 50x50x6mm MS angle fixing with plate (Including painting) etc. all complete as per drawing and direction of the EIC. |
85.00 |
RM |
3800.00 |
323,000.00 |
| 18 |
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 |
375.00 |
0.00 |
|
|
|
|
Total: |
18,417,672.00 |
