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| 1 | Screening the gravel collected from around the foundations. |
| 2 | Stacking the gravel collected from around the foundations. |
| 3 | Re-spreading of gravel in the yard area in 3'' thick layer after finishing of foundations. |
| 4 | Earth Work in Excavation in foundation 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 edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed with in lead of 30 metres. |
| 5 | Earth filling under floors with surplusordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres |
| 6 | Dismantling Reinforced cement concrete |
| 7 | Shuttering for faces of concrete fdns and fdns. Beam & Plinth Beam. |
| 8 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering includingattached pilasters buttresses etc. |
| 9 | Centering and Shuttering for Columns |
| 10 | Centring & shuttering for flat surfaces such as suspended floors, roofs landings etc. |
| 11 | Cement Concrete 1:6:12 with stone aggregates 40mm gauge(mixing by mechanical means using Concrete mixer volumetric type. |
| 12 | Cement Concrete 1:5:10 with stone aggregates 40mm gauge(mixing by mechanical means using Concrete mixer volumetric type. |
| 13 | Cement Concrete 1:2:4 with stone ballast or shingle(mixing by mechanical means using Concrete mixer volumetric type. |
| 14 | Reinforced cement Concrete M-20 mechanically batch mixed IN Fdn/Plinth using batch type Concrete mixer as per IS:791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth. |
| 15 | Reinforced cement concrete M-20mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. |
| 16 | Extra for using needle vibrator where not included in the rates |
| 17 | First Class Burnt Brick Work laid in cement sand mortar 1:7 in Foundation and plinth. |
| 18 | First Class Burnt Brick Work laid in cement sand mortar 1:6 in Foundation and plinth. |
| 19 | 115mm Thick Brick Wall in cement sand mortar 1:4 without reinforcement in Foundation and plinth. |
| 20 | Conglomerate floor 25mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material. |
| 21 | Conglomerate floor 50mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material. |
| 22 | 12.5mm Thick Cement Plaster 1:3 |
| 23 | 12.5mm Thick Cement Plaster 1:4 |
| 24 | 20 mm Thick Cement Plaster 1:4 |
| 25 | 12.5 mm thick cement plaster 1:5 |
| 26 | Steel work fixed independently without connecting plates including cutting hoisting and fixing in position.R S joists & Anchor fdn MS |
| 27 | Steel work fixed independently without connecting plates including cutting hoisting and fixing in position-FLATS |
| 28 | Mild steel requirement for RCC work where not including the complete rate of RCC including bending, binding and placing in position completein all respects.-Above 20mm dia bars |
| 29 | Cold Twisted deformed BarsFe500 for RCC works where not including in complete rate of RCC including bending ,binding and placing in position Complete. |
| 30 | Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high halfbrick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications |
| 31 | Boring for hand-pump in clay fitting strainer and pipe-Above 75mm dia bore but not exceeding 100mm-From 0 to 15 m. |
| 32 | 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. |
| 33 | Boring for hand-pump in clay fitting strainer and pipe-Above 75mm dia bore but not exceeding 100mm-Exceeding 30 m. |
| 34 | Non Scheduled Items |
| 35 | MS cleats 65x65x6 mm- 19 mm for T/F plinth |
| 36 | Provding & fixing base plate 235x220x12 mm for transformer plinth. |
| 37 | P/F MS angle iron nosing of size 50x50x6 mm complete in all respects for transformer plinth as per drawing. |
| 38 | Providing and fixing of M.S. Cable racks made out of M.S. flat 75x6 mm or M.S. angle 40x40x6 mm complete in all respects as per drawing. |
| 39 | P&F Angle Iron Nozzing 50x50x3 |
| 40 | S&F Tr cover 2'6''x1'9''-T-4 as per Specification no. 13 |
| 41 | S&F Tr Cover 0.65mx0.65m (2' 2''x2' 2'') -T-3 as per Specification no. 13 |
| 42 | S&F Tr Cover 0.65mx0.65m (3' 4''x1' 6'') -P-Type as per Specification no. 14 |
| 43 | Fixing of templates along with foundation bolts as per Drg. |
| 44 | Supplying & spreading of crushed stone ¾” 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 levelling & removal of grass at site. |
| 45 | Flooring of Cement Concrete 1:5:10 with crushed stone 20 mm size mechanically mixed laid in 75 mm thickness in blocks of size 3.0mx3.0m using shuttering complete in all respect including preparation of surface for laying concrete. |
| 46 | Providing & Laying of cement Slurry of cement to sand ratio 1:6 using cement content not less than 150kg per 100 Sqm area complete. |
| 47 | Disposal of malba including loading and disposing upto a lead of 1.0 KM complete as per satisfaction of engineer-in-charge |
| 48 | 12 mm dia Anchor bolts 300 mm long |
| 49 | Adjusted/Landing Rates (i/c the effect of extra carriage and difference of quarry rates wherever applicable) |
| 50 | cement |
| 51 | Steel |
| 52 | Fine sand |
| 53 | Bricks |
| 54 | Coarse aggregate 13.2/12mm |
| 55 | Coarse aggregate 11.2/10mm |
| 56 | Coarse sand |
| 57 | Stone metal 40mm Please Enable Macros to View BoQ information |
