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| 1 | Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/1. (5.1.1 BCD) |
| 2 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) do....do....5.1.7 BCD) |
| 3 | Providing coarse clean local sand filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) (5.1.10 BCD) |
| 4 | Providing designation 75-B, Brick Flat Soling,joints filled with local sand including cost of watering, taxes and royalty all complete as per building specification and direction of Engineer Incharge. (5.6.3 bcd) |
| 5 | Providing P.C.C/R.C.C. M-20 with nominal mix of (1:1.5:3) in Foundation with approved quality of stone chips (20 to 6 mm size) and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixture, placing in position, vibration, striking, curing, taxes and royalty all complete as per building specification & direction of E/I. (5.3.10 BCD) |
| 6 | Providing RCC M20 with nominal mix of (1:1.5:3) in plinth beam --do-- all complete as per building specification and direction of Engineer Incharge.(5.3.11 BCD) |
| 7 | Providing RCC M20 with nominal mix of (1:1.5:3) in columns --do-- all complete as per building specification and direction of Engineer Incharge. (5.3.10 BCD) |
| 8 | Providing designation 75 B Brick work in C.M. (1:6) in superstructure with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge. (5.2.11 BCD) |
| 9 | Providing PCC M15 with nominal mix of (1:2:4) in band coping at Top of Wall. (5.3.2.2 BCD) |
| 10 | Providing 12 mm thick water proof cement plaster (1:6) clean coarse sand of F.M.1.5 and 1.5mm cement punning including cost of 9 screening, curing making grooves with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I. (5.7.1 BCD) |
| 11 | Providing two coat of snowcem of approved shade and make over a new surface all complete job as per specification and direction of E/I (5.8.24 BCD) |
| 12 | Supplying, fixing, & ftting M.S Gril Gate do...do.... all complete job. (5.5.30 BCD) |
| 13 | TOR STEEL @100 KG/M3 OF R.C.C. TOTAL STEEL QTY. (5.5.5 BCD) |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and StrutS ....do.....do.....(5.3.17.6 BCD) |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc...do....do.....(5.3.17.5 BCD) |
| 16 | Carriage of materialCement (Lead- 10.00 Km. surfaced road) |
| 17 | Steel (Lead- 10.00 Km. surfaced road) |
| 18 | Sand (Lead- 11.00 Km. surfaced road) |
| 19 | Stone chips (Lead- 12 Km. Surfaced road + 2 Km. Katcha road) |
| 20 | Bricks (Lead- 14 Km. Surfaced road + 1 Km. Katcha road) |
| 21 | Construction pcc road in anganbadi kendra mayal bazar chitarpurCompacting original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction. |
| 22 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 23 | Granular Sub-Base with Close Graded Material (Table:-400-1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 1 |
| 24 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 25 | Carriage of materialCement (Lead- 10.00 Km. surfaced road) |
| 26 | Sand (Lead- 11.00 Km. surfaced road) |
| 27 | Stone chips (Lead- 12 Km. Surfaced road + 2 Km. Katcha road) |
| 28 | Stone Metals (Lead- 12 Km. Surfaced road + 2 Km. Katcha road) |
| 29 | Goods & Service Tax (G.S.T.) - |
| 30 | Labour Cess - Please Enable Macros to View BoQ information |
