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| 1 | Excavation in foundation , trecnches including jungle clearance (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing of pumping out water, blasting soft/ hard rock or chiselling soft. Hard rock where blasting is prohibited all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring srtutting, planking, timbering and dewatering wherever required, stacking the usable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the usable soil to trenches in 15cm (fifteen centimeters) layers including consolidating of such deposited layer by ramming and watering and then disposing of all of all surplus soil un-usable materials as directed within all leads and lifts including rstoration of un-matalled surfaces to its original condition and also i/c cost of diversion of traffic, night signals, fixing caution boards crossing over trenches for access to houses, etc. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.( Pick Jumper Work) |
| 2 | Excavation in drain and channel etc. in earth work including dressing of sides and bed and disposing of earth work upto a lead of 20 mtrs and lift upto 1.5 mtrs and disposed earth to be levelled and neatly dressed in pick and jumper 50% each. complete in all respect with in all leads and lifts as per the directions of Engineer-in-charge. |
| 3 | Providing and laying cement concrete 1:4:8 ( One cement : four sand : eight graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth. |
| 4 | Brick work using 2nd class common burnt clay building bricks in foundation and plinth in cement mortot 1:4 (One cement: four sand) |
| 5 | 15 mm cement plaster in single coat on fair side of brick/stone masonry for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth: cement mortar 1:3 (1 cement:3 sand) including entire carriage of material within all leads and lifts. |
| 6 | Providing and laying cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth. |
| 7 | Providing and laying cement concrete 1:2:4(1cement:2szand:4graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced work in:- |
| 8 | i)Suspended floor, roofs, landings shelves and their supports balconies, beams, girders bressumers and cantilevers etc. in all leads and lifts. |
| 9 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level. |
| 10 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centering, shuttering,strutting and propping etc. with wooden battens ballies, height of propping and cent ring below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in:- |
| 11 | Flat surfaces such as soffits of suspended floor, roofs, landings and the like floors etc. up to 200mm thickness. |
| 12 | Edges of slabs and breaks in floors & walls (under 20cm.wide) |
| 13 | Providing and fixing C.I.manhole cover of internal size 450x450mm dia (medium duty) with frame with in all leads and lifts and to the entire satisfaction of Engineer in Charge. |
| 14 | Providing Laying, jointing, testing and commissioning of heigh density polythene pipe for use for buried water main and services and for water supply above ground , both inside and out side building duly ISI marked ( IS-4984-1995) as amended upto date of PN - 4.00 K/g f/cm^ PE 80 of the following dia complete in all respect, including entire carriage of materials upto all leads and lifts and as per direction of Engineer-in-Charge.( 110 mm dia ) |
| 15 | Demolition below ground level up to 1.50 mtr depth & disposal of unserviceable material with in lead of 20 mtr in cement concrete up to 30 CM thickness with in all leads & lifts as per direction of Engineer in charge . |
| 16 | Providing and laying cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth. Please Enable Macros to View BoQ information |
