|
| 1 | Description |
| 2 | Excavation in foundation trenches for laying of pipes upto all depths in all classification of soil i/c balling and pumping out of water,chiseling(where blasting is prohibited) in all lifts including trimming & dressing oof sides, levelling of beds to correct grade i/c shuttering,strutting planking timbering and dewatering where ever required stacking the useable and unuseable soil in trenches iin 15cm. layers i/c coonsolidating of each deposiyted layers by ramming and watering then disposing oof all surplus excavated un-usable material as directed within all leads and lifts i/c restoration of metalled/ un-metalled surfaces to its original ocondition and i/c cost of diversion for traffic,night signals fixing caution boards crossisng over trenches for access to houses,fencing etc. ocomplete in all respect with in all leads and lifts as per direction of the Engineer-in Charge. |
| 3 | Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth. |
| 4 | Providing and laying cement concrete work 1:1.5:3(1cement:1.5sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- . |
| 5 | Walls |
| 6 | Providing and laying cement concrete work 1:2:4(1cement:2sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- . |
| 7 | Prov. Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level i/c all leads and lifts complete in all respect. :-a) Tor steel. |
| 8 | 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 |
| 9 | vertical Walls(any thickness but to less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. |
| 10 | Flat surfaces such as soffits of suspended floors, roofs, landings & the like Floors etc. upto 200 mm in thickness : |
| 11 | Edges of slabs and breaks in floors and walls under 20 cm wide. |
| 12 | Providing and laying in trenches galvanised mild steel tubes [Light grade] i/c P/F of fittings (Earth work in trenches to be measured and paid for seperately). |
| 13 | 50mm dia |
| 14 | 25mm dia |
| 15 | 100mm dia |
| 16 | Providing and fixing brass full way valve with wheel of superior quality including all leads and lifts as per the direction of the Engineer-in-charge. |
| 17 | 50mm dia |
| 18 | 40mm dia |
| 19 | 32mm dia |
| 20 | 25mm dia |
| 21 | 20mm dia |
| 22 | Providing and fixing of G.I./M.I.Union as per ISI specifications No.1879-1987 (with latest ammendment) of various dia complete in all respect i/c all leads and lifts as per the direction of the Engineer-in-charge. |
| 23 | 50mm dia |
| 24 | 40mm dia |
| 25 | 32mm dia |
| 26 | 25mm dia |
| 27 | 20mm dia |
| 28 | Prov.and fixing Hexa nipple 50mm long as per ISI specifications No.1879-1987 of following dias duly ISI marked complete in all respect in all leads and lifts as per the direction of Engineer-in-charge. |
| 29 | 50mm dia |
| 30 | 40mm dia |
| 31 | 32mm dia |
| 32 | 25mm dia |
| 33 | 20mm dia |
| 34 | Providing and fixing G.I. Equal /Reducer Tee complete in all respect in all leads and lifts as per the direction of Engineer-in-charge. |
| 35 | 50mm dia |
| 36 | 40mm dia |
| 37 | 32mm dia |
| 38 | 25mm dia |
| 39 | 20mm dia Please Enable Macros to View BoQ information |
