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| 1 | Description |
| 2 | Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick jumper work. |
| 3 | Providing and laying cement concrete 1:3:6( 1cement:3 sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in |
| 4 | foundation and plinth. |
| 5 | Providing and laying cement concrete 1:1½ :3 ( 1cement:1½ sand:3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- |
| 6 | foundation and plinth. |
| 7 | Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. |
| 8 | Providing and laying cement concrete 1:4:8( 1cement:4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work :- in foundation and plinth |
| 9 | Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to givea fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:- |
| 10 | Foundation footings bases of column etc. And the like mass concrete. |
| 11 | Flat surfaces such as soffits of suspended floors, roofs landings and the like |
| 12 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. |
| 13 | Edges of slab and breks and floor and wall :- under 20 cm wide. |
| 14 | Providing and laying cement concrete 1:2:4 ( 1cement:2 sand: 4graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- |
| 15 | suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level. |
| 16 | Prov. Mild steel/ tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level |
| 17 | Pro. Smooth finishing in cm 1:3 |
| 18 | Supplying cast iron cover without frame for manholes :- For frame of 500 mm internal diameter CI. Cover (medium duty ) the weight of cover to be not less than 58 Kg complete in all respect as per satiosfaction of the Engineer-in-Charge. |
| 19 | Excavation in drain channel etc. in earth work for pipes upto all depths in all classification of earth work such as pick jumper work, saturated soil including balling or pumping out of water , blasting soft/hard rock or chiseling soft hard rock where blasting is prohibitted in all lifts including jungle clearance whereas required , trimming and dressing of sides levelling of beds to correct grade includinf shoring/ strutin, planking, timbering and dwatering wherever required stacking the useable/unuseable material/ soil material and after laying and jointing and testing of pipesreturning the useable soil in trenches in 15 cm.layer including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil / unuseable material as directed within all leads and lifts as per direction of the Engineer-in-Charge. |
| 20 | Providing, Laying and jointing in trenches following dia metres of GMS pipes (earth work in trenches to be measure and paid for seperately) including all leads, lifts and carriage of material as site and as directed by the Engineer-in-Charge. |
| 21 | 15 mm dia |
| 22 | 20 mm dia |
| 23 | 25 mm dia |
| 24 | 32 mm dia |
| 25 | 50 mm dia |
| 26 | Providing, and fixing Brass fullway valve with wheel including all leads,lifts and carriage of material at site and as directed by the Enginner In Charge. |
| 27 | 15 mm dia |
| 28 | 20 mm dia |
| 29 | 25 mm dia |
| 30 | 32 mm dia |
| 31 | Providing, and GI union including all leads,lifts and carriage of material at site and as directed by the Enginner In Charge. |
| 32 | 15 mm dia |
| 33 | 20 mm dia |
| 34 | 25 mm dia |
| 35 | 32 mm dia Please Enable Macros to View BoQ information |
