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| 1 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods |
| 2 | Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods. |
| 3 | Dressing of New Earthwork |
| 4 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed. |
| 5 | Re-handling of earthwork recently executed |
| 6 | Dag belling single kassi stroke minimum 7.5 cm depth. |
| 7 | Dressing of Bed and preparation of sub grade for lining. CSR item no 19.1 |
| 8 | Dismentalling Of Brick Work ( As per CSR item NO. 8.5 (b)) |
| 9 | 1st Class burnt Brick work laid in csm1:6 in foundation & Plinth |
| 10 | 10mm thick Cement Plaster 1:4 ( for side walls ) |
| 11 | 10mm thick Cement Plaster 1:4 ( for Floors& Top ) |
| 12 | Supply & laying Dry Brick Bats |
| 13 | Centering and shuttering for faces of concrete |
| 14 | RCC 1:2:4 mixing with stone ballast or shingle mixing by mechanical means using concretemixer volumetric type |
| 15 | Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. |
| 16 | Fixing of RCC Frame in Nakka |
| 17 | Providing lowering & jointing 500 mm dia precast concrete NP-2 plain end pipes and collar with reinforcement in trenches & laying same to correct allignment (Complete) as per IS 458-2003. |
| 18 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. Upto 1.5 meter |
| 19 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. . from 1.5 to 2.25 mtr depth |
| 20 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 21 | Cement Conc. 1:4:8 with brick ballast, mixing by manual means. |
| 22 | Cement Conc. 1:2:4 with stone ballast or shingle mixing by manual means. |
| 23 | Lowering & jointing 500 mm dia precast concrete NP-2 plain end pipes and collar with reinforcement in trenches & laying same to correct allignment (Complete) as per IS 458-2003. |
| 24 | Lowering & jointing 150 mm dia precast concrete NP-2 plain end pipes and collar with reinforcement in trenches & laying same to correct allignment (Complete) as per IS 458-2003. |
| 25 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design |
| 26 | Providing and fixing of Alfa valve of 500 mm dia to correct allignment (Complete). |
| 27 | Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position |
| 28 | Providing and fixing of Assembly/appurtments consisting of a Alfa Valve and operating arrangement in main Pipe Line Complete in all Respect. |
| 29 | 1st Class burnt Brick work laid in csm1:5 in foundation & Plinth |
| 30 | Providing lowering & jointing 450 mm dia precast concrete NP-2 plain end pipes and collar with reinforcement in trenches & laying same to correct allignment (Complete) as per IS 458-2003. |
| 31 | Any other Item Please Enable Macros to View BoQ information |
