CONSTRUCTION WORK OF TILES ROAD, IN WARD NO 06, HOUSE OF MOHIT JAIN TO RENU KAPIL, SUMITRA DEVI, SAJAL AGRAWAL HOSUE , VIKASNAGAR

11-1 Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 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 Ordinary soil 11-1-1-1 Upto 3 m depth 400.80 Cum

3-15-2 Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. 51.20 Cum

11-2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 11-2-2 Earth filling (For marshy soil) 257.30 Cum

4-12 Construction of Water Bound Macadam using locally available material (Table 400.13) Providing, laying spreading and compacting local material in block or large discrete particles, such as kankar, Laterite, Dhandla etc. as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fill-up the interstices of laid material watering and compacting to the required density as per Clause 405.3 and Technical Specification Cluase 408. 1434.00 Cum

4-7-2 WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. 4-7-2-B By Mechanical Means 2606.20 Cum

2-2 Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 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 per drawings and technical specifications Clause 802, 803, 1202 & 1203 4,815.10Cum

6-7-1 Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.659.70 Sqm

S.O.R.No-12-5-2-1 Plain/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

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