Earthwork

← All sections of BMC USOR 2023 (Buildings)

Code	Description	Unit	Rate
R3-CS-EW-1	Excavation for foundations, substructures, basements, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in all types of soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy/ marshy/ slushy soil, marine clay, reclaimed land etc. for depths/lifts upto 1.5M measured from the ground level, including dressing/ trimming the sides, leveling and ramming of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge. Note: 1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other taxes applicable if any. For more details refer General Notes.	cum	₹ 387
R3-CS-EW-2-a	Extra over above item CS-EW-1,15 &16 for lift from 1.5m to 3.0m.	cum	₹ 91
R3-CS-EW-2-b	Extra over above item CS-EW-1,15 &16 for lift from 3.0m to 4.5m	cum	₹ 137
R3-CS-EW-2-c	Extra over above item CS-EW-1,15 &16 for lift from 4.5m to 6.0m	cum	₹ 221
R3-CS-EW-2-d	Extra over above item CS-EW-1,15 &16 for lift from 6.0m to 7.5m	cum	₹ 305
R3-CS-EW-2-e	Extra over above item CS-EW-1,15 &16 for lift from 7.5m to 9.0m	cum	₹ 389
R3-CS-EW-2-f	Extra over above item CS-EW-1,15 &16 for lift from 9.0m to 10.5m	cum	₹ 473
R3-CS-EW-2-g	Extra over above item CS-EW-1,15 &16 for lift from 10.5m to 12.0m	cum	₹ 557
R3-CS-EW-2-h	Extra over above item CS-EW-1,15 &16 for lift from 12.0m to 13.5m	cum	₹ 640
R3-CS-EW-2-i	Extra over above item CS-EW-1,15 &16 for lift from 13.5m to 15.0m	cum	₹ 724
R3-CS-EW-3	Excavation for foundation, substructures, basements, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in soft/ disintegrated rock, sand stone, stiff clay, gravel, cobblestone, hard laterite, water bound macadam, wet mix macadam, asphalt mix carpet of any type, pitching, soling, paths and hardcore, lime concrete, plain cement concrete, stone masonry and all types of brick/ block masonry below ground level, rock boulders, etc. for depths/ lifts upto 1.5M measured from the ground level, including dressing/ trimming the sides, leveling of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in- Charge. Note: 1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other taxes if any.	cum	₹ 644
R3-CS-EW-4	Excavation by chiseling by manual operations, pneumatic breaker, hammer, drilling, compressor breaker, jack hammer etc. for foundations, substructures, basements, tanks, sumps, walls, chambers, manholes, poles, pits & general building works in hard rock, reinforced concrete, Bituminous macadam for depths/lifts upto 1.5M, including dressing/trimming the sides, leveling of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge, loading.Note: 1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other taxes if any.	cum	₹ 1,347
R3-CS-EW-5	Excavation by using splitters for foundations, substructures, basements, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in hard rock, reinforced concrete, for depths/lifts upto 1.5M, including drilling, breaking in small pieces, mucking, dressing/trimming the sides, leveling of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed by Engineer-in-Charge, loading, unloading, leveling excluding shoring, strutting etc. complete. Note: 1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other taxes if any. [Note : Sanction of Director/DMC(SE)/DMC(E) should be obtained for including the above item in BOQ during the approval of Draft Tender.]	cum	₹ 4,433
R3-CS-EW-6	Excavation by controlled blasting with necessary safety precautions as per statutory requirement, for foundations, substructures, basements, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in hard rock for depths/ lifts upto 1.5M, including drilling, breaking in small pieces, mucking, dressing/ trimming the sides, leveling/ grading of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in- Charge. Note: 1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other taxes if any. For more details refer General Notes.	cum	₹ 1,123
R3-CS-EW-7-a	Extra over the items CS-EW-03 to CS-EW-06 for lift from 1.5m to 3.0m.	cum	₹ 164
R3-CS-EW-7-b	Extra over the items CS-EW-03 to CS-EW-06 for lift from 3m to 4.5m.	cum	₹ 294
R3-CS-EW-7-c	Extra over the items CS-EW-03 to CS-EW-06 for lift from 4.5m to 6.0m.	cum	₹ 423
R3-CS-EW-7-d	Extra over the items CS-EW-03 to CS-EW-06 for lift from 6.0m to 7.5m.	cum	₹ 553
R3-CS-EW-7-e	Extra over the items CS-EW-03 to CS-EW-06 for lift from 7.5m to 9.0m.	cum	₹ 682
R3-CS-EW-7-f	Extra over the items CS-EW-03 to CS-EW-06 for lift from 9.0m to 10.5m.	cum	₹ 812
R3-CS-EW-7-g	Extra over the items CS-EW-03 to CS-EW-06 for lift from 10.5m to 12.0m.	cum	₹ 942
R3-CS-EW-7-h	Extra over the items CS-EW-03 to CS-EW-06 for lift from 12.0m to 13.5m.	cum	₹ 1,071
R3-CS-EW-7-i	Extra over the items CS-EW-03 to CS-EW-06 for lift from 13.5m to 15.0m.	cum	₹ 1,201
R3-CS-EW-8	Add for lead upto 3 km including levelling. Note : 1.This lead will be admissible only within MCGM limits. The distance between centerlines shall be taken as the lead which shall be measured by the shortest route on the plan and not the actual route taken by the Contractor. Here Centerlines represents the center point (for area/mass excavation) and the center chainage for linear excavation. 2. The Engineer In Charge shall exclusively include these directions in the Tender/Bid document and the Tenders/Bidders shall be insisted to make the declaration of the dumping plot at the time of submission of Bid. 3. The Engineer In Charge shall take the quantity in account for the disposal only upto Municipal Limits for the Shortest Route and payment will be made as per the actual distance within municipal limit. The payment will be restricted to the shortest distance upto the Municipal limit for the plot identified outside the Municipal limit. 4. Prior Specific sanction of Head of Dept. should be taken if transportation is to be done at night for above items, (i.e. between 8.00 pm. to 6 am.) and the rate shall be reduced by 10%. This item will be operated/executed with the specific sanction of the Chief Engineer.	cum	₹ 180
R3-CS-EW-9	Add for each additional lead of 1km beyond initial lead of 3km including levelling. Note : .This lead will be admissible only within MCGM limits. The distance between centerlines shall be taken as the lead which shall be measured by the shortest route on the plan and not the actual route taken by the Contractor. Here Centerlines represents the center point (for area/mass excavation) and the center chainage for linear excavation. 2. The Engineer In Charge shall exclusively include these directions in the Tender/Bid document and the Tenders/Bidders shall be insisted to make the declaration of the dumping plot at the time of submission of Bid. 3. The Engineer In Charge shall take the quantity in account for the disposal only upto Municipal Limits for the Shortest Route and payment will be made as per the actual distance within municipal limit. The payment will be restricted to the shortest distance upto the Municipal limit for the plot identified outside the Municipal limit. 4. Prior Specific sanction of Head of Dept. should be taken if transportation is to be done at night for above items, (i.e. between 8.00 pm. to 6 am.) and the rate shall be reduced by 10%. This item will be operated/executed with the specific sanction of the Chief Engineer.	cum	₹ 37
R3-CS-EW-10	Dewatering the excavated trenches/pits, pools of water, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge including cost of machinery, labour, fuel, pipe and it's accessories etc. complete. Note : This item will be operated/executed with the prior specific sanction of the Head of department.	HP/Hr.	₹ 104
R3-CS-EW-11	Filling in plinth, floors, trenches, pits with approved excavated materials, murum / good earth in layers not exceeding 200mm including breaking of clods, watering, consolidating each layer in filled up area by rolling and compacting with roller/ plate compactor as required to achieve not less than 97% modified proctor density conforming to relevant IS etc. complete as directed by Engineer In charge. Note: 1) The rate includes the royalty and other taxes if any.	cum	₹ 236
R3-CS-EW-12	Filling in plinth, floors, trenches, pits with approved contractor's murum in layers not exceeding 200mm including breaking of clods, watering, consolidating each layer in filled up area by rolling and compacting with roller/ plate compactor as required to achieve not less than 97% modified proctor density conforming to relevant IS etc. complete as directed by Engineer In charge. The rate includes necessary soil testing charges at laboratory & field as per relevant I.S. codes, royalty, octroi and other taxes if any. (Note: Borrow areas selected by CONTRACTOR shall be got approved from Engineer In Charge, before executing the work) 1) The rate includes the royalty and other taxes if any.	cum	₹ 1,038
R3-CS-EW-15	Excavation over areas for basements, roads, land/plot developement in all types of soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy/ marshy/ slushy soil, marine clay, reclaimed land etc. for all depths/lifts including manual dewatering, filling the selected excavated earth at the locations as directed, in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge. Note: 1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other taxes if any.	cum	₹ 273
R3-CS-EW-16	Excavation over areas for basements, roads, land/plot developement in soft/ disintegrated rock, sand stone, stiff clay, gravel, cobblestone, hard laterite, water bound macadam, wet mix macadam, pitching, soling, paths and hardcore, lime concrete, plain cement concrete, stone masonry and all types of brick/ block masonry below ground level, rock boulders, etc. for all depths/lifts including manual dewatering, filling the selected excavated earth at the locations as directed, in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge. Note: 1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other taxes if any.	cum	₹ 419
R3-CS-EW-17	Excavation by chiseling by manual operations, pneumatic breaker, hammer, drilling, compressor breaker, jack hammer etc. over areas for basements, roads, land/plot developement etc. in hard rock, reinforced concrete, Bituminous macadam for all depths/lifts including manual dewatering, filling the selected excavated earth at the locations as directed, in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as by Engineer-in- Charge. Note: 1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other taxes if any.	cum	₹ 1,232
R3-CS-EW-18	Excavation by using splitters over areas for basements, roads, land/plot developement etc. in hard rock, reinforced concrete, Bituminous macadam for all depths/lifts, including manual dewatering, filling the selected excavated earth at the locations as directed, in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge. Note: 1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other taxes if any.	cum	₹ 4,309
R3-CS-EW-19	Excavation by controlled blasting with necessary safety precautions as per statutory requirement, over areas for basements, roads, land/plot developement etc. in hard rock, reinforced concrete, Bituminous macadam for all depths/lifts, including manual dewatering, filling the selected excavated earth at the locations as directed, in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete by Engineer-in-Charge. Note: 1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other taxes if any.	cum	₹ 1,003
R3-CS-EW-20	Filling in embankment and / or low lying ground with approved excavated materials, murum in layers not exceeding 200mm including breaking of clods and dressing to the required lines, curves and section, watering, consolidating each layer in filled up area by rolling and compacting with vibro roller not less than 10 MT & using other compacting equipment as required to achieve Field C.B.R. not less than 4 in soaked condition etc. complete as directed by Engineer In charge. Note: 1) The rate includes the royalty and other taxes if any.	cum	₹ 489
R3-CS-EW-21	Filling in embankment and / or low lying ground with contractors murum in layers not exceeding 200mm including breaking of clods and dressing to the required lines, curves and section, watering, consolidating each layer in filled up area by rolling and compacting with vibro roller not less than 10 MT & using other compacting equipment as required to achieve Field C.B.R. not less than 4 in soaked condition etc. complete as directed by Engineer In charge.The rate includes necessary soil testing charges at laboratory & field as per relevant I.S. codes, royalty, octroi and other taxes if any. (Note: 1) Borrow areas selected by CONTRACTOR shall be got approved from Engineer In Charge, before executing the work 2) The rate includes the royalty and other taxes if any.)	cum	₹ 1,231
R3-CS-EW-22	Rebate for stones available from the hill cutting, excavation, loose boulders including carting away the same as directed and making the site clean and neat as directed by Engineer-in-Charge. (The payment will be made on the basis of depot measurements of broken stones, taking average depth of depot by deducting 40% for voids)	cum	₹ 190
R3-CS-EW-23	Providing &Laying dry stone Rubble Pitching with average 150 mm size and of minimum thickness 230 mm hard stone set in regular lines to form plane surface, handpacked and interstices thoroughly filled with small chips including providing and laying gravel quarry spells underneath for leveling undulations of the ground. etc complete as directed by Engineer In Charge. (Note: The rate includes the royalty and other taxes if any)	sqm	₹ 547
R3-CS-EW-24	Providing and Laying 230mm thick Rubble Stone for Pitching on sloping ground or wherever directed, properly arranging and placing the rubble stones to achieve a plane top surface, set in regular line & slope, including breaking, laying gravel, quarry spells underneath and manually packing the voids with rubble chips, flush pointing with cement mortar 1:4 up to 25mm deep, etc. complete as specified & as directed. (Note: The rate includes the royalty and other taxes if any)	sqm	₹ 696
R3-CS-EW-25	Providing and Laying 230mm thick Rubble Stone for Pitching on sloping ground or wherever directed, properly arranging and placing the rubble stones to achieve a plane top surface, set in regular line & slope, including breaking, laying gravel, quarry spells underneath and manually packing the voids with rubble chips, tuck pointing with cement mortar 1:2 up to 25mm deep, etc. complete as specified & as directed. (Note: The rate includes the royalty and other taxes if any)	sqm	₹ 699
R3-CS-EW-26	Providing & Laying dry stone Rubble Soling with average 230 mm size hard stone set in regular lines, handpacked and interstices thoroughly filled with small chips including filling in with good quality murum brought from outside, compacting with iron rammers, watering, sand spreading 12mm thk. layer of grit on top etc complete as directed by Engineer In Charge. (Note: The rate includes the royalty and other taxes if any)	cum	₹ 2,434
R3-CS-EW-27	Providing & Laying 150 mm thick dry stone Rubble Soling with average 150 mm size hard stone set in regular lines, handpacked and interstices thoroughly filled with small chips including filling in with good quality murum brought from outside, compacting with iron rammers, watering, sand spreading 12mm thk. layer of grit on top etc complete as directed by Engineer In Charge. (Note: The rate includes the royalty and other taxes if any)	sqm	₹ 278
R3-CS-EW-28	Prpviding and layingdry dry rubble stone packing with Municipal rubble hand set in regular lines, interstices being filled in with small pieces of stones, throughly rammed, consolidated and watered complete as directed and specified.	cum	₹ 762
R3-CS-EW-29	Providing and laying dry rubble stone placing150-230mm thick municipal rubble.	cum	₹ 763

Source: Unified Schedule of Rates 2023 (Buildings), Municipal Corporation of Greater Mumbai. Rates are shown as published; check the official book and its correction slips before you submit an estimate. BESTimate is not issued by or affiliated with this department.

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