Erection of GFRG Panels in walls in all floors using suitable crane as per instructions of Engineer-in-Charge, as per cutting drawings and structural drawings, in perfect line and plumb, above RCC plinth beam/GFRG panel below and provide necessary lateral/ slanting support to keep the wall panel in safe position, providing & tieing of Reinforcement as per structural drawings and applying a coat of water repellant coating Zycosil/equivalent or equivalent product (1 Zycosil/equivalent compound :10 water ) to saturation level over RCC plinth beam to provide water proofing treatment to joint between wall panel & plinth beam as per the guide lines / instruction by the engineer in charge. (Cost of reinforcement, water proofing of walls and plinth beam/GFRG panel below joints and installation of door/ window frames before filling of concrete shall be paid separately). The rate quoted shall include making provision for laying of lintels, beams, sunshades, staircase beams, lofts, plumbing work, electrical conduits and any structural insertion etc., as per the drawing and direction of the engineer in charge. The payment shall be made based on the actual exposed area (one side only) of the panel.
The work shall be carried out as per the Special Conditions For Glass Fibre Reinforced Gypsum (GFRG) Structures mentioned in NIT.
Note: i) When cutting panel, “A” side is to be for outside or external surface of respective external wall and B side is to be for internal surface of wall
ii)Erection of panel is to be with reference to both building plan & cutting drawing by following notational mark indicated in the cutting drawing as well as notional mark written on each panel cut as per cutting drawing
- Item code
- 26.52
- Sub-head
- SH 26 · NEW TECHNOLOGIES AND
- Unit
- sqm
- Source row
- 2749
Cost components
| Code | Description | Unit | Quantity | Rate | Amount |
|---|---|---|---|---|---|
| Detail of cost for 36sqm. (4 walls of 3mx3m = 36 sqm) | |||||
| LABOUR | |||||
| Skilled trained crew erection team 4 persons for 4 hour | |||||
| 0123 | Mason (Brick layer) 1st class | day | 2 | ₹897.00 | ₹1,794.00 |
| For 2 Lintels works, 4 skilled men for 2 hrs | |||||
| 0123 | Mason (Brick layer) 1st class | day | 1 | ₹897.00 | ₹897.00 |
| Web cutting for horizontal tie beam, 2 skilled men for 4 hrs | |||||
| 0123 | Mason (Brick layer) 1st class | day | 1 | ₹897.00 | ₹897.00 |
| Placing horizontal tie beam reinforcement 4 men for 2 hrs | |||||
| 0123 | Mason (Brick layer) 1st class | day | 1 | ₹897.00 | ₹897.00 |
| 0116 | Fitter (Grade 1) | day | 0.5 | ₹897.00 | ₹448.50 |
| 0037 | Mobile crane | day | 0.375 | ₹5,050.00 | ₹1,893.75 |
| 9999 | Hire charge for lateral support & Lifting jaws | L.S. | 150 | ₹2.27 | ₹340.50 |
Rate build-up
| Cost for technical supervisor for 4 hrs (Technical supervisor = Skilled labour) | — |
| TOTAL | ₹7,167.75 |
| Add 1% water charges | ₹71.68 |
| TOTAL | ₹7,239.43 |
| Add GST on "X" (multiplying factor 0.2127) | ₹1,539.83 |
| TOTAL | ₹8,779.26 |
| Add 15% CPOH on "Y" | ₹1,316.89 |
| TOTAL | ₹10,096.15 |
| Add Cess @1% on "Z" | ₹100.96 |
| Cost of 36 sqm | ₹10,197.11 |
| Cost of 1 sqm | ₹283.25 |
| Say | ₹283.25 |