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| 1 | 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 depth 400.80 Cum |
| 2 | 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 |
| 3 | 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement : 2 fine sand) including testing of jointsetc. complete :19.6.4 300 mm dia. R.C.C. pipe metre 994.30 |
| 4 | 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 |
| 5 | 13.3 20 mm cement plaster of mix :13.3.1 1:4 (1 cement: 4 fine sand) sqm 471.35 |
| 6 | 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A, including jointing with seal ringconforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes.12.41.2 110 mm diameter metre 377.40 |
| 7 | 4-12 Construction of Water Bound Macadam using locally available material (Table400.13)Providing, laying spreading and compacting local material in block or large discreteparticles, such as kankar, Laterite, Dhandla etc. as per Table 400.13 to water boundmacadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100 kN static roller in stages to proper grade andcamber, applying and brooming requisite type of screening /binding materials to fillupthe interstices of laid material watering and compacting to the required density asper Clause 405.3 and Technical Specification Cluase 408.1434.00 Cum |
| 8 | 4-7-2 WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100 kN in stages to propergrade and camber, applying and brooming, stone screening/binding materialsto fill-up the interstices of coarse aggregate, watering and compacting to therequired density grading 2 as per Technical Specification Clause 405.4-7-2-B By Mechanical Means 2606.20 Cum |
| 9 | 6-7-1 Providing and Laying of Interlocking Concrete Block (M-35) Pavements havingthickness 80 mm as per drawings and Technical Specification Clause 1504. 659.70 Sqm |
| 10 | 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 |
| 11 | 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 |
| 12 | 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 |
| 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 |
