Cost Estimate for Construction of RCC BOX DRAINAGE
Size: 10 Meter. L X 6 Meter. B
RECAPITULATION SHEET
Sr. No. | Detailed of Estimate | Amount in Rs. |
---|---|---|
A | Sub Estimate No. 1 (Box Drainage) | 6,70,330.00 |
B | Sub Total 1 | 6,70,330.00 |
C | Add 1% Material Testing & Q.C. | 6,703.30 |
D | Add 1% Labour Cess | 6,703.30 |
E | Sub Total 2 | 6,83,736.60 |
F | Add 18% G.S.T (9% CGST & 9% SGST) | 1,23,072.59 |
G | Grand Total Amount in Rs. | 8,06,809.19 |
H | Area in Sq.mt (10 Mtr. L X 6 Mtr. B ) | 48.00 |
I | Rate Per Sq.mt | 14,244.51 |
J | Rate Per Sq.ft | 1,325.00 |
Abstract Sheet
It. No. | Description of Item | QTY Unit | Rate | Amount |
---|---|---|---|---|
A | Box Drainage | |||
Item No. 1 |
Excavation up to 1.5 M |
93.0 Cmt |
120 | 11,160 |
Item No. 2 |
Excavation 1.5 M to 3.0 M |
93.0 Cmt |
140 | 13,020 |
Item No. 3 |
Filling available excavated earth |
70.0 Cmt |
90.0 | 6,300 |
Item No. 4 |
Sand Filling | 4.0 Cmt |
800 | 3,200 |
Item No. 5 |
Dry Rubble stone filling |
15.0 Cmt |
1600 | 24,000 |
Item No. 6 |
PCC: 1:3:6 |
10.0 Cmt |
3800 | 38,000 |
Item No. 7 |
Ready Mixed Concrete M-300 grade |
37 Cmt |
6000 | 2,22,000 |
Item No. 8 |
Formwork |
190 Cmt |
200 | 38,000 |
Item No. 9 |
TMT Bars Fe-500 |
4255 KG |
70 | 2,97,850 |
Item No. 10 |
C.I. cover |
4 Nos |
1200 | 4,800 |
Item No. 11 |
Cast iron steps |
40 Nos |
300 | 12,000 |
A | Total Amount in Rs. | 6,70,330 | ||
Specification:
Item No. 1 :
- Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil
Item No. 2
- Excavation for foundation for depth from 1.5 M to 3.00 depth including sorting out and stacking of useful materials and disposing of the excavated stuff up to 50 meter lead ( B) Dense or hard soil
Item No. 3
- Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20cm. in depth consolidating each disposited layer by ramming and watering.
Item No. 4
- Filling in plinth with sand under floors including watering , ramming, consolidating and dressing etc complete.
Item No. 5
- Providing & doing 230 thk. dry Crused rubble stone 40 mm and above packing under foundation, floor , & other similar locations, hand set vertically in regular lines, interstices filled in with smaller stone chips including watering & consolidating & finishing to the required levels & lines etc. with the use of roller on with mechanical rammer & with manual tampering only at location where mechanical rammer cannot be moved complete as directed. (Binding layer shall be of metal and voids to be filled with sand/murrum)
Item No. 6
- Providing and laying cement concrete 1:3:6 (1- Cement : 3- coarse sand : 6- hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of form work in (A) Foundation and Plinth
Item No. 7
- Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement concrete work , using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve work-ability without impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 475 kg)
Item No. 8
- Providing form work of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc. and Mass concrete. Extra for Providing form work with sheathing steel sheets so as to give a fair finish in (A) Foundations, Footings, Bases of Columns etc. and Mass concrete (up to 10 ton)
Item No. 9
- Providing TMT Bar FE 500 reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level
Item No. 10
- Supplying and fixing C.I. cover 300mm x 300mm with frame for Gulley trap (Standard pattern) te weight of cover to be not less 4.53 Kg.)
Item No. 11
- Providing and fixing cast iron steps of size 500mm x 150mm x 22.5mm and painting with two coats of Anti-corrosive paint etc. complete.
Cross Section:
For, Jigar DarBar
Tags:
Civil Engineering