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| 1 | 2-15 Dismantling of Cement Concrete Pavements as per Technical Specification Clause202.Dismantling of cement concrete pavements by mechanical means using pneumatictools breaking to pieces not exceeding 0.02 Cum in volume and stock piling atdesignated locations and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately1664.20 Cum |
| 2 | S.O.R.No-Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.11-1-1-1 Upto 3 m depth400.80 Cum |
| 3 | 7-1 Laying Cement Concrete Pipe NP3 (burried conduits) on first class beddingof granular material including fixing collar with cement sand mortar 1:2 butexcluding excavation, protection works, backfilling, concrete and masonarywork in head wall and parapets.7-1-2 300 mm dia 1,171.10 Rmt |
| 4 | 2-2 Concrete with cement, coarse sand and 40 mm gauge stone ballast inproportion 1:4:8 in foundations and floors including supply of all material,labour and T&P etc. required for proper completion of the work. as perdrawings and technical specifications Clause 802, 803, 1202 & 12034,815.10 Cum |
| 5 | S.O.R.No-12-5-2-1Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(For height upto 5 m)12-5-2-1 Nominal mix (1:2:4) 6528.20 cum |
| 6 | Traffic diversion , bericading work & controling of drain water etc. |
| 7 | 6.2 Brick work with common burnt clay modular bricks of class designation7.5 in foundation and plinth in:6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 6504.90 |
| 8 | 13.3 20 mm cement plaster of mix :13.3.1 1:4 (1 cement: 4 fine sand) sqm 471.35 |
| 9 | 5.13 Providing, hoisting and fixing up to floor five level precast reinforcedcement concrete in small lintels not exceeding 1.5m clear span up tofloor five level, including the cost of required centering, shuttering but ,excluding the cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarsesand (zone-III) derived from natural sources : 3 graded stone aggregate20 mm nominal size derived from natural sources). cum 14325.95 |
| 10 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.1 Mild steel and Medium Tensile steel bars kg 107.10 |
| 11 | S/F C.I. grating 20 cm square type |
| 12 | Disposal of earth 5km from side |
| 13 | S/F of M S board 1.00x0.80n size with ms Sheet 1mm thick,two legs of msa 50x50x5 including painting, letter writting, fixing the board with c.c etc complete work Please Enable Macros to View BoQ information |
