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| 1 | Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiseling / wedging out of hard /soft rock including dewatering in saturated soil up to all leads and lifts stacking the excavated soil / materials not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 centimeter layers when required into plinths side of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge. |
| 2 | Providing aying, jointing and testing in trenches galvanized mild steel tube, tube fitting (light grade) (earth work in trenches to be measured and paid for separately ) including entire carriage of materials within all leads and lifts as per direction of Engineer -in- Charge of the following nominal bores. |
| 3 | 15mm dia ( Light Class) |
| 4 | 20mm dia (Light Class) |
| 5 | 25mm dia ( Light Class) |
| 6 | 32mm dia (Light Class) |
| 7 | 40mm dia (Light Class) |
| 8 | 50mm dia (Light Class) |
| 9 | 65mm dia (Light Class) |
| 10 | 80mm dia (Light Class) |
| 11 | Cutting in earth work and disposal of excavated earth up to lead of 20 mtrs.in all kind of soil up to all leads and lifts consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge. |
| 12 | Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand: 8 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge. |
| 13 | Providing and laying cement concrete 1:3:6 ( 1 cement : 3 sand: 6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge. |
| 14 | Providing and laying cement concrete work 1 : 1. 50 : 3 ( 1 cement : 1.50 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- |
| 15 | Foundations, footings bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge. |
| 16 | Wall (any thickness but not less than 0.10 metre thickness) attached pilasters, buttersses, plinth and string courses etc. from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge. |
| 17 | Providing and laying Cement Concrete work 1:2:4(1cement :2 sand :4 graded stone aggregate 20mm nominal size) & curing complete excluding the cost of form work inreinforcement for reinforced concrete work. |
| 18 | Foundations, footings bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge. |
| 19 | Wall (any thickness but not less than 0.10 metre thickness) attached pilasters, buttersses, plinth and string courses etc. from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge. |
| 20 | In suspended floor roofs, landing & shelves and their support balconies, beams, girders, resumes and cantilever up to floor two level within all leads and lifts as per the direction of Engineer-in-Charge. |
| 21 | Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies for all height of propping and centring below supporting floor to ceiling and removal of the same for in-situ-reinforced concrete and plain concrete work in:- |
| 22 | Flat surfaces such as soffits of suspended floors, roofs, landing and the like floor etc. up to 200 millimeters in thickness within all leads and lifts as per the direction of Engineer -in- Charge. |
| 23 | Vertical surfaces such as walls of kuhl /channels (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge. |
| 24 | Providing tor steel reinforcement for reinforced concrete work including bending, binding and placing in position complete up to floor two level within all leads and lifts as per the direction of Engineer-in-Charge. |
| 25 | Providing and fixing steel fiver reinforcement cement concrete (SFRC) man hole cover and frame conforming to I.S. 12592 (Part-1) 1998 with latest amendsments 560mm internal diametre should not be less than 100 KG. within all leads and lifts as per the direction of Engineer-in -Charge. |
| 26 | Random rubble masonry / polygonal rubble masonry uncrossed brought to coursed with hard stone of approved quality inFondation or plinth i/c levelling with cement concrete 1:6:12 (1 cement 6 sand 12 stone aggregate 20 mm nominal size )at plint level in cement Motor 1:6 ( 1 cement : 6 sand ) .within all leads and lifts as per the direction of Engineer-in-Charge. |
| 27 | Supplying , hosting &stretching to specified profile wire rope for suspension bridges ( including guy rope) as per direction of engineer in charge ) wire rope 10 mm complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge. |
| 28 | Welding of pipe at site leakage point of following dia's including digging pit for welding within all leads and lifts as per the direction of Engineer-In-Charge. |
| 29 | 40mm dia (Light Class) |
| 30 | 50mm dia (Light Class) |
| 31 | 65mm dia (Light Class) |
| 32 | 80mm dia (Light Class) |
| 33 | Providing and fixing of G.I Unions of superior quality ISI marked at various RD's to stop leakage /replacement damaged fitting for improvement of quality/quantity of water etc. complete in all respect within all lead lifts as per the direction of Engineer -in- Charge. |
| 34 | 15mm dia |
| 35 | 20 mm dia |
| 36 | 25 mm dia |
| 37 | 32 mm dia |
| 38 | 40 mm dia |
| 39 | 50 mm dia |
| 40 | Providing and fixing of Gun metal peet/gate valve of superior quality ISI at various RD's to stop leakage /replacement damaged fitting for improvement of quality/quantity of water complete in all respect within all lead lifts as per the direction of Engineer -in- Charge. |
| 41 | 15mm dia |
| 42 | 20 mm dia |
| 43 | 25 mm dia |
| 44 | 32 mm dia |
| 45 | 40 mm dia |
| 46 | 50 mm dia |
| 47 | Providing and fixing Sunboard display board of size 1 ft × 1.5 ft for indicating ‘Date of Cleaning of Storage Tank’, made of 5 mm thick sunboard sheet with acrylic cut letters, fully waterproof and weather resistant, including printing/lettering, fixing with screws/rawl plugs on wall or suitable surface, complete in all respects. The matter to be written on the board shall be as per the directions of the Engineer-in-Charge Please Enable Macros to View BoQ information |
