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| 1 | Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material wihtin 50 m lead inclusive of de-watering wherever required in cement mortar |
| 2 | Dismantling Cement Concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required. |
| 3 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect ( b)Hard/ dense soil |
| 4 | Earth work in rough (borrow area) excavation for embankments in hatd soil morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro coinpactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred rolier to ob tain dry density of at least 98% of Standard Proctor's density with initial lift of I.5m (Excluding changes for compaction and watering) including loading and un-loading wherever required complete in alI respect.(a) With Initial Lead of 250m |
| 5 | Deduct in item no 16 (a) to (d) above if Standard Proctor's density to be achived is at least 90% |
| 6 | Compaction of Earth or highly weathered strata By manually or plain roller. (density 90% of Proctor) |
| 7 | Watering of earth including cost of carriage of water when source of water is (a) up to 1 km |
| 8 | Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect |
| 9 | Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20mm |
| 10 | Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm |
| 11 | Side shuttering including proping etc. complete (to achieve finish F2 for block joints of foundation, stilling basins, buckets, aprons etc. (non-suspended horizontally lain mass concrete) for Dowels. |
| 12 | Supplying of M.S. reinforcement including labour charges for bending, binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using toe or ribbed bar (IS:1786-1985). |
| 13 | Extra charges for using computerised password protected composite weight-batching and mixing plant with suitable green concrete transportation mechanism or transit mixer is used |
| 14 | Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement in foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non-suspended horizontally laid mass concrete). |
| 15 | Providing laying, spreading and compacting stoneaggregates of specific size as per table 400-7 to WaterBound Macadam specification including spreading inuniform thickness, hand packing, rolling with power roller8-10 tonnes, in stages to proper grade and camber,applying and brooming requisite type of screening (Table400-8) / binding Materials to fill up the interstices ofcoarse aggregates, watering (with water browser) androlling, making necessary earthen bund to protect edges,lighting, guarding, barricading and maintenance ofDriversion etc. [MoRTH specifications : Clause 404]. Bymechanical means Grading No.3 (53-22.4mm) Crusher |
| 16 | R.R. stone Masonry Kharanja with proper packing of chipping stones using hammer as per IS specification (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including all leads of all construction materials, curing etc. complete in 1: 6 Cement Mortar |
| 17 | Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(For mix design Cement content considered 420 kg/ cum of concrete) |
| 18 | Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove |
| 19 | Design, Drawing, fabrication, supply, erection, testing and commissioning of Vent liners (steel liners for sluice/tunnel or as per requirement in Dam/irrigation system) including Embedded parts consisting of liner plates, anchors, stiffeners, girders, fasteners etc. and any required necessary item, with all accessories for all types of Gates/ sluice channels/ any section of water resources projects including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, tools and tackles, applying two coat of zinc rich epoxy primer to give dry film thickness of 70± 5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150± 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., including packing & forwarding, transportation charges complete, as per specifications and approved drawings. |
| 20 | Random Rubble stone masonry (using R.R. stones where 75% stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg) for Superstrucher including all lead of all construction materials including curing etc. complete in cement sand mortar (1:5) |
| 21 | Providing, laying & fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar (1:3) perfectly air tight including testing of joints class NP-3. |
| 22 | 600 mm dia |
| 23 | 200 mm dia |
| 24 | 150mm dia |
| 25 | Plaster in cement sand mortar (1:4) including racking of joints, smooth finishing and curing etc. complete including all lead of all construction materials, of thickness 20mm. |
| 26 | Providing and laying cement concrete coping in (1:2:4) with maximum size of crushed broken aggregate up to 20 mm, including shuttering etc. with all leads of material complete in all respect in thickness of 75mm. |
| 27 | Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;20 mm(For mix design Cement content considered 400 kg/ cum of concrete) |
| 28 | Add extra over items of cement plaster/ cement concrete/cc.lining/cc flooring or RCC for providing and mixing Polypropylene/Polyester fibres as per IS 16481:2022 or latest revision, 6/12 mm long @ 0.25% (125 gram per 50 kg of cement) or in ratio of as specified by manufacturer specification and direction of Engineer in charge with all leads and lifts. |
| 29 | Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materials including curing etc. complete. Please Enable Macros to View BoQ information |
