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| 1 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead. |
| 2 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 mtrs lead as per direction of Engineer-in-charge |
| 4 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 5 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:25 meter beyond 1 m from cutting edge. All kinds of soil |
| 6 | Hydraulic Excavator |
| 7 | Extra for every additional lift of 1.50 m part thereof in excavation / banking excavated or staked |
| 8 | Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: WBM . |
| 9 | Bituminous road. |
| 10 | Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete. |
| 11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 12 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: |
| 13 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 14 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 15 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 16 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 18 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 19 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 20 | Making connections of sewer line with existing new man holes including breaking good walls, floors with cement concrete 1:2:4 with 20 mm agg.cement plasater on bothside with cement 1:3 finished with a flooting cost neat cement and making necessory channels for drain extra complete (110mm to 250 mm) |
| 21 | Plumber |
| 22 | Labour |
| 23 | Providing and fixing on wall face un-plasticized 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 110 mm diametre |
| 24 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized 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. |
| 25 | Coupler 110 mm |
| 26 | Bend 87.5° 110 mm bend |
| 27 | Bend 45° 110 mm bend |
| 28 | 110 mm dia S- Trap/ P- Trap |
| 29 | Refixing of cement concrete tiles in cement concrete 1:3 mix. (50% New Tile) |
| 30 | (50% Old Tile) |
| 31 | Disposal of demolishing material 15 km and 150m head load |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 33 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 34 | Foundations, footings, bases of columns etc. for mass concrete. |
| 35 | Carriage of Sand and bajree avg 20km by MT annd 150 mtr by Head load including laoding and unloading complete |
| 36 | Carriage of bricks avg 20km by MT and Head load 150 mtr including laoding and unloading complete |
| 37 | Supply and Stacking at site graded crushed store aggregate of size 63 mm to 45 mm |
| 38 | Stone Screeing of size 13.2mm nominal size |
| 39 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 40 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). 16.41.1 With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt |
| 41 | SEAL COAT Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. |
| 42 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm |
| 43 | Constructing brick masonry circular manhole 0.91 mm internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 19.9A.1 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : 20.9A.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 44 | Constructing brick masonry road gully chamber of specified size with common burnt clay(non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4coarse sand) including precast R.C.C. horizontal grating with frame complete as per standard design: Chamber size 45x45x77.50 cm including precast R.C.C grating with frame 450x100 mm vertical grating. |
| 45 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 250 mm dia pipe NP2 |
| 46 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 300 mm dia pipe NP3 |
| 47 | Design, engineering, supply, construction, erection, hydraulic testing and commissioning of 300 KLD Capacity STP (as per CPHEEO specifications/ Guidelines) with screen channel, OCEMS, LT/HT panel/Metering/panel room and supply of diesel gen set of required capacity, Servo Stabilizer of required capacity, pump house, firefighting arrangement, landscaping/site development office / laboratory including effluent disposal arrangement. The selection of sewage treatment plant criterion will be guided by the least life cycle cost and latest effluent discharge standard. The plant shall include the complete civil, mechanical, electrical and instrumentation components as per proposed technology (Technology shall be proposed by the contractor and scope of work and on sound engineering prevalent norms. All necessary infrastructure connected with STP shall have to be got designed and vetted from reputed Government Institute viz IIT/NIT. Construction of all internal/approach roads, protection work, instrumentation, arrangements and bypass arrangement controlled with sluice gates/valves, etc, shall be included in the scope. The scope shall also include all taxes, lift and leads have SCADA system so that whole plant can be operated from control room at one point and all relevant information is available in control room, D G set and Servo Stabilizer Platforms (Complete job on Turnkey Basis) Including Operation and Maintenance for 3 years after 6 months of free trial run. |
| 48 | Civil Cost |
| 49 | E&M cost Please Enable Macros to View BoQ information |
