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| 1 | Section I |
| 2 | Building Works |
| 3 | 5.1.1Earthwork in excavation in foundation trenches in ordinary soil(vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m includingall lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I. |
| 4 | 5.1.10Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M 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 | 5.6.1Providing designation 75 A one brick flat soling joints filles with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I |
| 6 | 5.3.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :5.3.1.21:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 7 | 5.3.9Providing and laying in position reinforced cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level:5.3.9.1 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mmnominal size). |
| 8 | 5.3.17 Centering and Shuttering including struting, propping etc. and removal of form for5.3.17.1 Foundation, footing,bases of column, etc. for mass concrete. |
| 9 | 5.5.5Providing Tor steel reinforcement of 8 mm dia rods as perapproved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per builing specification and direction of E/I. 8 mm dia - TMT Fe 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) |
| 10 | 5.5.5a10mm dia- TMT Fe 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) |
| 11 | 5.7.15Providing 19mm thick water proof cement plaster (1:3)with clean coarse sand of F.M. 1.5 and including cost of screening, curingwith all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I |
| 12 | 5.7.11Providing 1.5 mm. cement punning including curing carrage of water withall leads and lifts as per buildingspecification and d |
| 13 | 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (SOIL, WASTE& VENTPIPES) |
| 14 | 12.41.2 110 mm outer dia |
| 15 | 19.6Providing and laying non- pressure NP2 class ( light duty ) R.C.C. pipes with collars jointed with still mixture of cenent mortar in the proportion of 1:2 ( lcement : 2 fine sand ) including testing of joints etc. complete. |
| 16 | 19.6.3250 mm dia. R.C.C. pipe |
| 17 | Constructing brick masonary chamber for Underground C. I. Inspection Chamber and bend with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. Cover with frame (light duty) 455X610 mm internal dimensions, total weight of cover with frame to be not less than 38 KG. (weight of cover 23 kg. and weight of frame 15 kg) RCC top slab with 1:1.5:3 mix (1 cement:1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 mix (1 cement:5 coarse sand :10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm th. with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: |
| 18 | Inside dimensions 455X610X mm and 45 mm deep for single pipe with F.P.S. bricks |
| 19 | 5.5.12Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, hoisting carriage of grill to work site, hoisting as per building specification and direction of E/I. |
| 20 | Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I. |
| 21 | (A) Bricks(1k+25p=26 km |
| 22 | (B) Coarse sand ( 60 Km) |
| 23 | (C) Stone Chips (40 km) |
| 24 | (D) Cement(30 km) |
| 25 | (E)Steel (30 km) |
| 26 | Add 18% GST |
| 27 | Add 1% Lebour Cess |
