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| 1 | Excavation in foundations and trenches including pipes and pits in all depths etc. in all lifts and in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiseling/wedging out of rock (Where blashing is prohibited) and saturated soils, stacking the excavated earth within all leads and, lifts, clear from the edge excavation and then returning the Stacked soil in 15 cm layers where required into plinths, sides of foundations and trenches etc., consolidation each deposited layer by ramming and watering and then disposing of all surplus excavation earth as direction by Engineer-in-charge Within all leads and lifts including uprooting of trees, dressing of beds and sides and preparation of sub-grade, restoration of unmetalle/metalled/paved surfaces to its original conditions (excluding cost of mettaling tarring and concreting) including shoring, strutting, timbering and dewatering, where ever required, providing diversion for traffic, fixing night signals, fixing caution boards, crossing over trenches for access to houses complete in all repects and to the entire satisfaction of the Engineer-in-charge. |
| 2 | 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. |
| 3 | Brick work using 2nd class common burnt clay building bricks in foundation and plinth in cement mortot 1:4 (One cement: four sand) |
| 4 | 15 mm cement plaster in single coat on side of brick/stone masonry for interior plastering upto floor two level including arrises, internal rounded angles, not exceeding 80 mm in girth and finished even and smooth: cement morth 1:3 (1 cement:3 sand) including entire carriage of material within all leads and lefts. |
| 5 | Providing and laying cement concrete 1:1:5:3 (cement: 1.5 sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth. |
| 6 | Providing and laying cement concrete 1:1:5:3 (cement: 1.5 sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced work in :- |
| 7 | i) Suspended floor, roofs, landings shelves and their supports balconies, girders bressumers and cantilevers etc. in all leads and lifts. |
| 8 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level. |
| 9 | Providing form work with steel plates 3.15 mm thick welder with angle iron in frame 30X30X5mm, so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens ballies, hieght 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:- |
| 10 | Flat surface such as soffits of suspended floor, roofs, landings and the like floors etc. up to 200 mm thickness. |
| 11 | Edges of slabes and breaks in floors & walls (under 20 cm. wide) |
| 12 | Providing and fixing C.I. manhole cover of internal size 450 x 450 mm dia (medium duty) with frame with in all leads and lifts and to the entire satisfication of Engineer-in-Charge. |
| 13 | Providing and fixing R.C.C manhole cover of internal size 500 mm dia (medium duty) with frame with in all leads and lifts and to the entire satisfication of Engineer-in-Charge. |
| 14 | 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. |
| 15 | Providing and laying PVC pipe 100 mm dia complete for drainage as per direction of Engineer-in-Charge. With in all leads and lifts. (100 mm dia) |
| 16 | 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. |
| 17 | Providing and fixing PVC Plain bend ISI Marke including fixing with approval adhesive etc. 110mm nominal size |
| 18 | Providing and fixing Clamp complete in all respect as per the direction of emgineer in Charge. 110mm nominal size |
| 19 | Providing and fixing PVC Plain ''P-trap'' ISI Marke including fixing with approval adhesive etc. Please Enable Macros to View BoQ information |
