Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
- Item number
- 10.2
- Analysis basis
- a truss
- Priced inputs
- 12
- Derived rate
- ₹133.70/ A TRUSS
Under the CPWD Delhi Analysis of Rates 2023 (Civil), item 10.2 (Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete) is derived from 12 priced inputs for a truss and works out to ₹133.70 per a truss after water charges, GST, CPOH and cess. The full build-up is below.
- (weight = 3.95 quintal)
- (i) Principal rafter (T-iron) 100x100x10mm
- 9.5 @15kg/m = 142.50Kg+ Struts (angles)40x40x6mm 2x1.35=2.70m @ 3.5kg/m
- = 9.45kg Total =151.95kg+ Add wastage @
- 5% = 7.60kg Total = 159.55kg. = 1.60q
- (ii) Ties (flats) 50x12mm 2x2.7 = 5.4m
- @4.7kg/m = 25.38kg+Ties central (flats)
- 50x10mm 1x2.80 = 2.8m @3.90kg/m =
- 10.92kg.+ Braces (flats)40x10mm 2x1.84
- = 3.68m @3.9kg/m = 14.35kg. Total =
- 50.65kg+ Add wastage @ 5% = 2.53kg.
- Total = 53.18kg. = 0.53q
- (iii) Gusset plates 10mm thick
- 1x0.74x0.35m = 0.259sqm.+ shoe
- 4x0.46x0.46 = 0.846 sqm. Total = 1.105
- sqm. 1.105 sqm.@ 78.4kg/m = 86.63kg.
- 12mm plates at the point of principal rafter
- and strut- 2x0.3x0.2 = 0.12sqm.+ Tie beam,
- brace and strut-2x0.5x0.3 = 0.30sqm.+
- Sole plates- 2x0.46x0.46 = 0.42sqm.+
- Anchor plate- 2x0.46x0.1 = 0.09sqm. Total
- = 0.93 sqm. Say 1.00 sqm. 1.0sqm. @
- 94.4kg/m = 94.40kg.
- Total = 181.03 kg. Add wastage @ 5% =
- 9.05kg. Total = 190.08 kg or 1.90 qtl
- (iv) 16mm dia. 50mm long rivets = 56
- nos @ 0.10753 kg/each = 6.021 kgs, Add
- wastage @ 5% = 0.301, Total =6.322 kgs
- or 0.06 quintal
- (v) 20mm dia. (460mm long) holding down
- bolts with nut and washers, 4 Nos. @
- 1.2125 kg/each = 4.85 kgs, Add wastage
- @ 5% = 0.243 total = 5.093 kgs or 0.05
- quintal
| Code | Type | Input | Unit | Quantity | Rate (INR) | Amount (INR) |
|---|---|---|---|---|---|---|
| 1007 | MAT | Structurals such as tees,angles channels and R.S. joistsStructural steel such as tees, angles channels and R.S. joists | quintal | 1.6 | 5,965.00 | 9,544.00 |
| 1009 | MAT | Flats exceeding 10 mm in thickness | quintal | 0.53 | 5,500.00 | 2,915.00 |
| 1010 | MAT | Mild steel plates | quintal | 1.9 | 5,700.00 | 10,830.00 |
| 1020 | MAT | Mild steel rivets | quintal | 0.06 | 5,100.00 | 306.00 |
| 1221 | MAT | 20 mm dia holding down boltsM.S. 20 mm dia holding down bolts | quintal | 0.05 | 6,100.00 | 305.00 |
| 0116 | LAB | Fitter (grade 1) | day | 2.7 | 897.00 | 2,421.90 |
| 0103 | LAB | Blacksmith 2nd class | day | 3.6 | 816.00 | 2,937.60 |
| 0139 | LAB | Skilled Beldar (for floor rubbing etc.) | day | 5.4 | 816.00 | 4,406.40 |
| 0114 | LAB | Beldar | day | 3.6 | 736.00 | 2,649.60 |
| 0100 | LAB | Bandhani | day | 0.44 | 816.00 | 359.04 |
| SUB | Rate as per item no 13.50.3 of SH : Finishing Applying priming coatT.Iron 9.5x0.4 = 3.80sqm.+ Struts 2.70x0.16 = 0.43sqm.+ Ties 5.4x0.124 = 0.67sqm.+ Ties 2.8x0.12 = 0.34 sqm.+ Braces 2x1.84x0.10 = 0.37 sqm.+ Total = 5.61 sqmRate as per item 13.50.3 | sqm | 5.61 | 67.40 | 378.11 | |
| 9999 | MAT | Sundries | L.S. | 80.73 | 2.27 | 183.26 |
- TOTAL
- 37,235.91
- Add 1 % Water charges on “W-A”
- +368.58
- TOTAL
- 37,604.49
- Add GST on “X-A” (multiplying factor 0.2127)
- +7,918.05
- TOTAL
- 45,522.54
- Add 15% CPOH on “Y-A”
- +6,771.66
- TOTAL
- 52,294.20
- Add Cess @ 1% on “Z-A”
- +519.16
- Cost for 3.95 quintal -(1.52+0.51+1.81+0.06+0.05 = 3.95)
- 52,813.36
- Cost of 1.00kg
- 133.70
- SAY
- ₹133.70
- PUBLISHED BY
- Central Public Works Department (CPWD)
- EDITION
- DAR 2023 · Delhi
- EFFECTIVE
- 2023-09-14Both volumes are dated 14 September 2023 on their title pages.
- RETRIEVED
- 2026-09-08
- GST
- 18%, added in each item's build-up
- PRINTED PAGE
- 713
From the CPWD Delhi Analysis of Rates 2023 (Civil), Volumes I & II, printed page 713. For 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. We can do this for you: send the tender and we return a priced BOQ on the applicable schedule, with rate build-ups and an engineer's sign-off.