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| 1 | Cutting the bituminous road for laying the pipeline in trenches for a width of 0.6m including labour, tools, etc. and disposing the excavated excess material from the trench to a distance of 1000 metres, including making level the trench surface by utilising the serviceable material to the level of the top surface of road, by compacting, watering, ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer in charge.By Manual Means :Rural Roads |
| 2 | Dismantling the tile work in floors and roofs laid in cement including stacking of materials within 50 meters lead for thickness of tiles 10mm to 25mm. |
| 3 | Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead. |
| 4 | Earthwork in excavation by manual means in foundation pipeline trenches drain (not exceeding 1.5m in width or 10 sq. m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m.All types of lateritic rock (requiring chiselling) where blasting is prohibited |
| 5 | Extra for additional depth of 1.5 m or part thereof in All types of laterite rocks and hard rocks, 1.5-3.0m |
| 6 | Pumping the Sewage from upstream Sewers to downstream to prevent overflow's when Sewer fails to function or when in case of major faults and when the line has to be rectified as directed by Engineer-in-charge, until rectification work is started. |
| 7 | Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight, carting, loading and unloading, stacking, transit insurance etc. complete, conforming to IS: 4985-2000, and bearing ISI mark, Class 10 kg/cm2. Outer Dia in mm |
| 8 | 160 mm |
| 9 | 200 mm |
| 10 | Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer in-charge |
| 11 | 160 mm |
| 12 | 200 mm |
| 13 | Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3, including hydraulic testing of joints as directed by the Engineer in-charge. |
| 14 | 160 mm |
| 15 | 200 mm |
| 16 | Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 grade granite or basaltic stone 20mm nominal size) including centering shuttering and form work for encasing around S.W. pipes including bed concrete as per standard design in IS:4127. |
| 17 | 150mm dia S.W. pipes |
| 18 | 200mm dia S.W. pipes |
| 19 | Making connections of drain or sewer line with existing manholes including Breaking and making good the walls, floors with cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone as ggrt. 20mm nominal size) 12mm thick cement plaster on both sides with cement plaster on both sides with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat of neat cement and making necessary channels for drains etc. complete. For pipes 100 to 230 mm dia |
| 20 | Precast plain cement chequered tiles 22 mm thick of required shades laid in floors, treads of steps and landing on 20 mm thick bed of Cement mortar 1:4 (1cement : 4 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete. Light shade using white cement |
| 21 | Construction of manhole rectangular in shape including cement concrete 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) foundation thickness of concrete 20cms and offset 10cms on both sides and first class brick work with bricks class designation 100kg/sq.cm (wire cut bricks) cement mortar 1:3 (1 cement : 3 coarse sand) 23cms thick including providing & fixing CI footrests confirming to IS 5445/69 or revised and whose weight shall not be less than 5.30kgs including fixing in man-hole at 30cm c / c in 20x 20x10cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) and 12mm thick plaster inside and outside with cement mortar 1:3 (1 cement : 3 coarse sand) including adding waterproofing compound of approved brand in cement mortar with a floating coat of neat cement and making channel in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20m nominal size) neatly finished complete as per standard design. |
| 22 | Inside size 0.45x 0.45m and 0.60m deep (with medium duty DI manhole cover & frame of size 0.45x 0.45m weighing 45kgs) including fixing with cement concrete 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate 20mm nominal size and applying the frame & cover with coal tar. |
| 23 | Inside size 0.45x 0.60m and 0.60m deep (with medium duty DI manhole cover & frame of size 0.45x 0.60m weighing 70kgs) including fixing with cement concrete 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate 20mm nominal size and applying the frame & cover with coal tar. |
| 24 | Inside size 0.60x0.60m and 0.60m deep (with medium duty DI manhole cover & frame of size 0.60x 0.60m weighing 90kgs ) including fixing with cement concrete 1:2:4 ( 1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size and applying the frame & cover with coal tar. |
| 25 | Inside size 0.90 x 0.60m and 1.00m deep ( with medium duty DI manhole cover & frame of size 0.90x 0.60m weighing 105 kgs including fixing with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size and applying the frame & cover with coal tar.) |
| 26 | Extra/Additional depth of above square/ rectangular manholes at above item no.infractions with 100kg/sq.cm(wire cut bricks) brickwork in cement mortar 1:3 (1cement:3coarse sand) 23cm thick including providing and fixing CI footrests not weighing less than 5.30kgs incl. fixing in manholes @ 30cmc/c staggered in 20x20x10cm cement concrete blocks 1:3:6(1cement:3coarse sand :6graded stone aggregate 20mm nominal size) 12mm thick plaster inside and outside with cement mortar 1:3 (1cement :3coarse sand)including adding water proofing compound of approved brand with a floating coat of neat cement. |
| 27 | 0.45 x 0.60m Manholes. |
| 28 | 0.60 x 0.60m Manholes. |
| 29 | 0.90 x 0.60m Manholes. |
| 30 | Construction of Manholes of various diameters and depth , as per the detailed specification of items of work and as directed by engineer incharge |
| 31 | 1200mm dia x upto 2000mm depth |
| 32 | 1200mm dia x 2000 to 2300mm depth |
| 33 | Construction of Composite type Manholes of various diameters and depth , as per the detailed specification of items of work annexed with |
| 34 | 1500mm dia x 2300 to 2500mm depth |
| 35 | 1500mm dia x 2500 to 3000mm depth |
| 36 | 1500mm dia x 3000 to 3500mm depth |
| 37 | 1500mm dia x 3500 to 4000mm depth |
| 38 | 1500mm dia x 4000 to 4500mm depth |
| 39 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 40 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing :All works upto plinth level |
| 41 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. |
| 42 | Providing and laying in design & pattern factory made PVC RUBBER MOULDED Interlocking Cement Concrete paver blocks of M35/M40 strength, thickness & size/shape, made by table vibratory method using Rubber mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with river/manufactured sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of Engineer. 60mm thick -Grey colour (M35 grade) |
| 43 | Repairs and reinstatement to the road for trenches made by laying water supply pipeline, by removing the refilled material in the trench for the total depth of 0.40m and making good the road surface by providing laying rolling by road roller compacting for laterite soling 30cm thick, two layer of full grout of 50mm thick each as per specifications mentioned in item no 14086 of road GSR, complete as per the direction of the engineer in charge.Rural road. |
| 44 | Carriage of Materials upto 5 kms By tipper truck including loading, unloading and stacking |
| 45 | Supplying and fixing of Precast RCC slabs(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate, consolidated by means of mechanical platform, vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reincforcement, Certificate from manufacturer shall be produced indicating grade of concret and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer -in -charge. Size 900 x 400 x 150 mm with steel reinforcement not less than 7 kg per unit -30 T capacity. |
| 46 | As per Circular No.3-3-05/SSW-PWD/Vol-I/2022-23/391 Dt.13/03/2023 for Adoption of percentage increase in rates for working of sewerage works under unhygenic conditions - 10% Please Enable Macros to View BoQ information |
