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| 1 | 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. |
| 2 | Dismantling brick work tile, masonry or tile lining-In cement |
| 3 | Dismantling concrete Cement concrete plain1:2:4 mix |
| 4 | Dismantling concrete Reinforced cement concrete |
| 5 | Scraping-Bricks dismantled from brick work in lime or cement. |
| 6 | Shuttering for faces of concrete fdns and fdns. Beam & Plinth Beam. |
| 7 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering includingattached pilasters buttresses etc. |
| 8 | Centering and Shuttering for Columns |
| 9 | Cement Concrete 1:6:12 with stone aggregates 40mm gauge(mixing by mechanical means using Concrete mixer volumetric type. |
| 10 | Cement Concrete 1:4:8 with stone aggregates 40mm gauge(mixing by mechanical means using Concrete mixer volumetric type. |
| 11 | Cement Concrete 1:5:10 with stone aggregates 40mm gauge(mixing by mechanical means using Concrete mixer volumetric type. |
| 12 | Cement Concrete 1:2:4 with stone ballast or shingle(mixing by mechanical means using Concrete mixer volumetric type. |
| 13 | 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. |
| 14 | 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. |
| 15 | Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines. |
| 16 | Extra for using needle vibrator where not included in the rates |
| 17 | First Class Burnt Brick Work laid in cement sand mortar 1:6 in Foundation and plinth. |
| 18 | First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. |
| 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 | 12.5mm Thick Cement Plaster 1:3 |
| 22 | 12.5 mm thick cement plaster 1:5 |
| 23 | Steel work fixed independently without connecting plates including cutting hoisting and fixing in position.R S joists & Anchor fdn MS |
| 24 | Cold Twisted deformed BarsFe500 for RCC works where not including in complete rate of RCC including bending ,binding and placing in position Complete. |
| 25 | Providing, laying, spreading and compactingstone aggregates of Grading II to water boundmacadam specification including spreading inuniform thickness, hand packing, rolling withsmooth wheeled roller 8-10 tonnes in stages toproper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering andcompacting to the required density complete as per technical specifications |
| 26 | Non Scheduled Items |
| 27 | MS cleats 65x65x6 mm- 19 mm for T/F plinth |
| 28 | Provding & fixing base plate 235x220x12 mm for transformer plinth. |
| 29 | P/F MS angle iron nosing of size 50x50x6 mm complete in all respects for transformer plinth as per drawing. |
| 30 | 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. |
| 31 | Providing and fixing GI barbed wire in 4 rows complete as per specification |
| 32 | Supplying and fixing of Angle Iron Posts |
| 33 | S&F Tr cover 2'6''x1'9''-T-4 as per Specification no. 13 |
| 34 | Fixing of templates along with foundation bolts as per Drg. |
| 35 | 12 mm dia Anchor bolts 300 mm long |
| 36 | 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. |
| 37 | Disposal of malba including loading and disposing upto a lead of 5.0 KM complete as per satisfaction of engineer-in-charge |
| 38 | Recovery of bricks dismantled |
| 39 | Recovery of brick bats |
| 40 | Recovery of steel |
| 41 | Adjusted/Landing Rates (i/c the effect of extra carriage and difference of quarry rates wherever applicable) |
| 42 | cement (Jamsher Store) |
| 43 | Steel (Jamsher Store) |
| 44 | Fine sand |
| 45 | Bricks |
| 46 | Coarse aggregate 13.2/12mm |
| 47 | Coarse aggregate 11.2/10mm |
| 48 | Coarse sand |
| 49 | Stone metal 40mm |
| 50 | Stone metal 63mm Please Enable Macros to View BoQ information |
