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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 | 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 |
| 5 | Hydraulic Excavator |
| 6 | Extra for every additional lift of 1.50 m part thereof in excavation / banking excavated or staked |
| 7 | 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 . |
| 8 | Bituminous road. |
| 9 | Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete. |
| 10 | 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. |
| 11 | 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: |
| 12 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 13 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 14 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 15 | 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) |
| 16 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 17 | 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) |
| 18 | Plumber |
| 19 | Labour |
| 20 | 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 |
| 21 | 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. |
| 22 | Coupler 110 mm |
| 23 | Bend 87.5° 110 mm bend |
| 24 | Bend 45° 110 mm bend |
| 25 | 110 mm dia S- Trap/ P- Trap |
| 26 | Refixing of cement concrete tiles in cement concrete 1:3 mix. (50% New Tile) |
| 27 | (50% Old Tile) |
| 28 | Disposal of demolishing material 15 km and 150m head load |
| 29 | Carriage of Sand and bajree avg 20km by MT annd 150 mtr by Head load including laoding and unloading complete |
| 30 | Carriage of Stone aggregate avg 35 km by MT and 150 mtr Head load including laoding and unloading complete |
| 31 | Carriage of bricks avg 20km by MT and Head load 150 mtr including laoding and unloading complete |
| 32 | Supply and Stacking at site graded crushed store aggregate of size 63 mm to 45 mm |
| 33 | Stone Screeing of size 13.2mm nominal size |
| 34 | 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. |
| 35 | 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 |
| 36 | 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. |
| 37 | 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 |
| 38 | 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 |
| 39 | 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. |
| 40 | 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 |
| 41 | Survey, Design & Construction of Sewage Pumping Station of required internal dia and depth, in RCC M-25 for peak flow and for detention period of 5.0 minutes of peak flow on turnkey basis including designing and providing of raw sewage submersible pumps, construction of inlet chamber, valve chamber 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, PLC/SCADA system for control and monitoring, also including necessary excavation/sinking, dewatering , disposal of surplus silt or earth up to distance of 10 km or as directed by engineer in charge boulder filling in foundation below PCC, plugging in 1:1:5:3 cement concrete, including supply of well kerb as per design, applying epoxy paint and water proofing on internal surface of sump well, and all other accessories also including erection, commissioning, testing & trial run for 6 months as per direction of Engineer In charge. Providing and construction of coarse Screen channel each to be designed for peak flow consisting of Mechanical bar screens (2Nos) of multiple/inclined rake type fabricated SS - 304 suitable opening as per requirement/ design, conveyor belt etc. also including chute arrangement to take the screenings, screenings dropped from chute shall be collected in a wheel borrow. Manually operated CI Sluice Gates shall be provided at the upstream ends to regulate the flow. Adequate RCC Platform shall be provided at the upper level to enable operation. Railings shall be provided around the entire periphery of the platform. The entire structure shall be in M25 grade concrete and as per IS 3370. RCC Staircase, 900 mm wide, shall be provided for access from the ground level to the top of the Unit & to the operating platform. Site Development at IPS site including Pump Room, Boundary wall Gate, D G set and Servo Stabilizer Platforms, Landscaping, Bio--Toilet, Internal Roads etc. (Complete job on turn kay basis) including Operation and maintenance for 3 years after 6 months free trial run. |
| 42 | Civil Cost |
| 43 | E&M cost Please Enable Macros to View BoQ information |
