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| 1 | Excavation in earth work and disposal of all excavated earth up to all leads and lifts, disposed earth to be levelled neatly dressed as per direction and to the entire satisfaction of the Engineer-in-Charge. |
| 2 | Providing and laying cement concrete 1:4:8(1Cement: 4Sand: 8Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts . |
| 3 | Providing and laying cement concrete 1 : 1.5 :3(1 cement :1.5 sand :3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcemnt for reinforced concrete work complete in all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge . |
| 4 | Foundation,footing,bases of columns and the like & mass concrete. |
| 5 | Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge. |
| 6 | Providing and laying cement concrete 1:2:4(1Cement: 2Sand: 4Graded stone agg.20mm nominal size)& curing complete excluding cost of form work & reinforcement for reinforced concrete work in:- |
| 7 | In suspended floor roofs ,landing and shelves and their support.balconies , beams,girders, bressumers and contilever up to floor two level with in all leads and lifts. |
| 8 | Providing mild steel / tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete upto floor two level complete in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge. Tor Steel. |
| 9 | Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :- |
| 10 | Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like. |
| 11 | Flat surfaces such as soffits & suspended floors, roofs, landing and the like. Floor etc. upto 200mm in thickness. |
| 12 | Edges of slab and breaks in floors and walls under 20 cm wide within all leads and lifts |
| 13 | Prov.in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand ) |
| 14 | Steel work welded in built up section , trusses and framed work including cutting,hoisting,fixing in postion and applying a priming coat of red lead paint. |
| 15 | In gratings framed guard bars,ladders, railling,brackets and similar work. & as per direction & to the entire satisfaction of the Engineer-in-Charge |
| 16 | Laying, jointing and testing in trenches to be levelled to grade galvanised mild steel pipe light grade of following nominal diameter including fittings complete in all respect to the entire satisfaction of the Engineer-in-Charge. ( Earth work in trenches to be measured and paid for separately). |
| 17 | 40mm dia |
| 18 | 32mm dia |
| 19 | Providing & fixing full way valve with wheel of following diameter complete within all leads and lifts. |
| 20 | 40mm dia |
| 21 | 32mm dia |
| 22 | Providing & foxing MS. manhole cover with frame weight not to be less than 25 Kg. with locking arrangement |
| 23 | Excavation in foundation and trenches etc. in earth work lift up to 1.5 mtr. Stacking the excavated earth not more than 3 mtr. Clear from the edge of excavation and then returning the stacked soil in 15 cm layer when required into plinth, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of aii surplus earth with in a lead as directed by the Engineer in charge in P/ work 100% |
| 24 | Providing and laying in trenches 6.00 Kg F/Cm2 working presser polythene pipes high density(Conforming to IS 4984-1975 complete with specail flange compression type fitting(earth work intrenches to be measured and paid for separately) PE-63 PN 8.00 |
| 25 | 32mm OD PE 63 PN 8.00 Please Enable Macros to View BoQ information |
