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| 1 | Earth work in excavation in foundations, trenches etc. In all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches , stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including diposal of all surplus soil as directed within a lead of 30 metres. |
| 2 | Shuttering for faces of concrete foundations and foundationbeam & plinth beam (vertical or battering) |
| 3 | Centering and shuttering for columns (Square or rectangularor poly gonal in plain) |
| 4 | Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 5 | Cement Concrete 1:6:12 with stone aggregate 40mm gauge(mixing by mechanical means using concrete mixer volumetric type) |
| 6 | Cement concrete 1:5:10 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 7 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 8 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 9 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 10 | 115mm thick brick wall in cement sand mortar 1:4 without reinforcement in foundations and plinth |
| 11 | Conglomerate floor 25mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material |
| 12 | 12.5 mm thick cement plaster 1:3 |
| 13 | Steel work fixed independently without connecting plates including cutting hoisting and fixing in position R S Joists |
| 14 | Cold twisted detormed (Ribbed/ ToR S teel Bar) Bars (Fe 500 grade as per IS 1786-1985) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete. (Labour Rate) |
| 15 | Brick on end edging Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications |
| 16 | Providing & Fixing Template along with foundation bolts as per drawing |
| 17 | Providing & Fixing Cable Racks of various sizes |
| 18 | Suppling and Hoisting of Ferro Cement Trench Covers of size 1'9\\" x 2'6\\" T-4 Type |
| 19 | Suppling and Spreading of crushed stone 3/4\\" nominal size (20mm) in 3\\" (75mm) thick layer in the switch yard area marked or as per direction of the engineer in charge i/c preparation of surface as per AOR |
| 20 | Extra Carriage of material- Cement |
| 21 | Extra Carriage of material- Steel |
| 22 | Extra Carriage of material- Fine sand |
| 23 | Extra Carriage of materials & diff. of rates of material- Coarse Aggregate 12/13.2 mm |
| 24 | Extra Carriage of materials & diff. of rates of material- Bricks |
| 25 | Extra Carriage of materials & diff. of rates of material- Coarse Aggregate 10/11.2 mm |
| 26 | Extra Carriage of materials & diff. of rates of material- Coarse Sand |
| 27 | Extra Carriage of materials & diff. of rates of material- Stone metal 40mm Please Enable Macros to View BoQ information |
