CPWD Analysis of Rates · Steel Work
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer
Using flats 30x6mm for diagonal braces and central cross piece
- Item number
- 10.5.2
- Analysis basis
- Details of cost for a double leaf door of size
- Priced inputs
- 17
- Derived rate
- ₹5,563.75 / a double
Under the CPWD Delhi Analysis of Rates 2023 (Civil), item 10.5.2 — Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer Using flats 30x6mm for diagonal braces and central cross piece — is derived from 17 priced inputs for a double and works out to ₹5,563.75 per a double after water charges, GST, CPOH and cess. The full build-up is below.
- 2.4x2.4m = 5.76sqm.
- (i) M.S. sheet 1mm thick
- 5.76sqm. @ 7.85kg/sqm. = 45.216kg.+
- Total = 49.738kg = 0.497 q
- (ii) Gussets plates-3.00mm thick vide (ii)
- in item 10.6 = 0.5910sqm.+
- at mid height = 4x0.0528 = 0.2112sqm.
- Total = 0.8022sqm.+
- Total =0.8824sqm.@ 23.55 kg/sqm =20.78
- kg
- Grand Total=0.2078 qtl say 0.208 qtl
- (iii) Angle iron:40x40x6mm @3.5kg/m
- Sides-4x2.40 = 9.6m+
- Top & bottom-4x1.20=4.8m+
- Total = 14.40m+
- Total = 15.84m
- 15.84m @ 3.5kg. per m. = 55.44kg
- = 0.554qtl
- (iv) Flats 30x6mm @1.4kg/m
- 4x2.45=9.80m+
- 2x1.20=2.40m
- Total = 12.20m+
- Total = 13.42m
- 13.42m @ 1.4kg. per m. = 18.8kg.
- = 0.188q
- Carriage of (i) (ii) and (iv)
- 0.0497+0.0208+0.0554+0.0188=0.1447
- tonne say 0.145 tonne
- Applying priming coatM.S. sheet = 11.52
- Angle iron-0.16x24.3 = 3.89
- 0.16x14.40 = 2.30+
- Flats 0.072x12.2 = 0.88
- Total = 14.70sqm.
- Add wastage @ 10% = 4.522kg.
- Add wastage @ 10% = 0.0802sqm.
- Add wastage @ 10% = 1.44m
- Add wastage @ 10% = 1.22m
| Code | Input | Unit | Quantity | Rate (INR) | Amount (INR) |
|---|---|---|---|---|---|
| 1013 | Mild steel sheets for tanksMild steel sheets of 1.00 mm thickness for tanksMaterial | quintal | 0.497 | 5,500.00 | 2,733.50 |
| 1010 | Mild steel platesMaterial | quintal | 0.208 | 5,700.00 | 1,185.60 |
| 1007 | Structurals such as tees,angles channels and R.S. joistsStructural steel such as tees, angles channels and R.S. joistsMaterial | quintal | 0.554 | 5,965.00 | 3,304.61 |
| 1008 | Flats upto 10 mm in thicknessFlats up to 10 mm in thicknessMaterial | quintal | 0.188 | 5,450.00 | 1,024.60 |
| 1036 | Iron pintels including welded pinMaterial | each | 4 | 37.00 | 148.00 |
| 1222 | Mild steel sheets with bolts and nuts to rest on pintelsMaterial | each | 4 | 120.00 | 480.00 |
| 1019 | Mild steel hooksMaterial | each | 2 | 32.00 | 64.00 |
| 9999 | Locking arrangements and handlesMaterial | L.S. | 167.7 | 2.27 | 380.68 |
| 9999 | RivetsMaterial | L.S. | 269.1 | 2.27 | 610.86 |
| Rate as per item no 13.50.3 of SH : FinishingRate as per item 13.50.3Sub-analysis | sqm | 14.7 | 67.40 | 990.78 | |
| 0116 | Fitter (grade 1)Labour | day | 2 | 897.00 | 1,794.00 |
| 0102 | Blacksmith 1st classLabour | day | 3 | 897.00 | 2,691.00 |
| 0103 | Blacksmith 2nd classLabour | day | 4 | 816.00 | 3,264.00 |
| 0123 | Mason 1st classMason 1st classLabour | day | 0.06 | 897.00 | 53.82 |
| 0124 | Mason 2nd classMason 2nd classLabour | day | 0.06 | 816.00 | 48.96 |
| 0114 | BeldarLabour | day | 5 | 736.00 | 3,680.00 |
| 9999 | SundriesMaterial | L.S. | 161.46 | 2.27 | 366.51 |
- TOTAL
- 22,820.92
- Add 1 % Water charges on “W-A”
- 218.30
- TOTAL
- 23,039.22
- Add GST on “X-A” (multiplying factor 0.2127)
- 4,689.70
- TOTAL
- 27,728.92
- Add 15% CPOH on “Y-A”
- 4,010.72
- TOTAL
- 31,739.64
- Add Cess @ 1% on “Z-A”
- 307.49
- Cost of 5.76 sqm.
- 32,047.13
- Cost per sqm.
- 5,563.74
- Say
- 5,563.75
From the CPWD Delhi Analysis of Rates 2023 (Civil), Volumes I & II, printed page 719. Reference only — CPWD amends rates through correction slips between editions, so verify against the official source before pricing a bid.
Use this rate in a live estimate
This is the CPWD base analysis. A real estimate adjusts it for the project's inputs and the current cost index, then maps it to the tender's BOQ. Arched reads the tender, maps it to the applicable schedule, and flags where the numbers are exposed before submission.
See how estimation works