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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 faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. |
| 4 | Centering and shuttering for columns (Square or rectangularor poly gonal in plain) |
| 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 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 8 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 9 | 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. |
| 10 | 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 centering and shuttering in superstructure . |
| 11 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth |
| 12 | First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. |
| 13 | 115mm thick brick wall in cement sand mortar 1:4 without reinforcement in foundations and plinth |
| 14 | Conglomerate floor 25mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material |
| 15 | Conglomerate floor 50mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material |
| 16 | 12.5 mm thick cement plaster 1:3 |
| 17 | 12.5 mm thick cement plaster 1:5 |
| 18 | 20 mm thick cement plaster 1:4 in two coat work |
| 19 | Steel work fixed independently without connecting plates including cutting hoisting and fixing in position R S Joists |
| 20 | Mild steel requirement for RCC work where not including the complete rate of RCC including bending, binding and placing in position complete in all respects. Above 20mm dia bars (Labour Rate) |
| 21 | 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) |
| 22 | Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications |
| 23 | 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 |
| 24 | Boring for hand-pump in clay fitting strainer and pipe. Above 75mm dia bore but not exceeding 100mm. From 0 to 15 m. |
| 25 | Boring for hand-pump in clay fitting strainer and pipe. Above 75mm dia bore but not exceeding 100mm. Exceeding 15 m but upto 30 m. |
| 26 | Providing and fixing in position gratings 150mm x 150mm for gully trap.H.C.I. grating including painting with black bitumastic superior paint of approved manufacture three coats. |
| 27 | P & F of MS Tappered washers/Cleats 65X65X6 mm 19mm for T/F Plinth. |
| 28 | Providing & Fixing 12.5 x 300 mm Anchor Bolts. |
| 29 | P & F MS Base Plate 235X220X12 MM for T/F Plinth |
| 30 | P&F of MS Angle Nosing made out of 50x50x6mm for T/F Plinth |
| 31 | Providing & Fixing Cable Racks of various sizes |
| 32 | P&F MS Angle iron Nozzing made out of 50x50x3 mm angle iron for cable trenches |
| 33 | Suppling and Hoisting of Ferro Cement Trench Covers of size 1'9\\" x 2'6\\" T-4 Type |
| 34 | Suppling and Hoisting of Ferro Cement Trench Covers of size 2'2\\" X 2'2\\" T-3 Type |
| 35 | Providing & Fixing Template along with foundation bolts as per drawing |
| 36 | Cement Slurry of cement to sand ratio 1:6 with cement content not less than 150kg/100 sqm as per AOR |
| 37 | 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 |
| 38 | Laying PCC Flooring of Cement Concrete 1:5:10 with crushed stone & stone Aggregateas per AOR |
| 39 | Extra Carriage of material- Cement |
| 40 | Extra Carriage of material- Steel |
| 41 | Extra Carriage of material- Fine sand |
| 42 | Extra Carriage of materials & diff. of rates of material- Coarse Aggregate 12/13.2 mm |
| 43 | Extra Carriage of materials & diff. of rates of material- Bricks |
| 44 | Extra Carriage of materials & diff. of rates of material- Coarse Aggregate 10/11.2 mm |
| 45 | Extra Carriage of materials & diff. of rates of material- Coarse Sand |
| 46 | Extra Carriage of materials & diff. of rates of material- Stone metal 40mm |
| 47 | Extra Carriage of materials & diff. of rates of material- Stone metal 65mm Please Enable Macros to View BoQ information |
