Excavation

← All sections of MJP SSR 2023-24

Code	Description	Unit	Rate
E-1	Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) Lift 0 to 1.5 M	cum	₹ 165
E-2	Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-2/259) Lift 0 to 1.5 M	cum	₹ 187
E-3	Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-3/259) Lift 0 to 1.5 M	cum	₹ 211
E-4	Add for every additional lift of 1.5 M beyond initial lift of 1.5 M for Item Nos. 1 to 3	cum	₹ 15
E-5	Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 4/259) Lift 0 to 1.5 M	cum	₹ 629
E-6	Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259) Lift 0 to 1.5 M	cum	₹ 831
E-7	Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) Lift 0 to 1.5 M	cum	₹ 1,119
E-8	Excavation in laterite rock masses mechanically, including lift upto 1.5 M including trimming and levelling the bed removing the excavated material upto a distance of 50 metres beyond the area and lift as below stacking by as directed by Engineer-in-charge, normal dewatering excluding backfilling, etc. complete.. Lift 0 to 1.5 M	cum	₹ 1,321
E-8'	Excavation for foundation / pipe trenches in slush muddy / marshy / slushy / soil including use of poclain, labour for dewatering during execution including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, preparing the bed by cleaning the mud, labour required for execution for shuttering item but excluding backfilling, etc. complete. Providing and fixing shuttering shall be paid separately. Lift 0 to 1.5 M	cum	₹ 407
E-9	Add for every additional lift beyond initial lift of 1.5 M for Item Nos. 5 to 10	cum	₹ 28
E-10	Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling.
E-10.a	For Head Works on river or dam submergence for initial lift of 0 to 1.5 M	cum	₹ 510
E-10.b	For Head Works on nalla or any other site of GSDA for initial lift of 0 to 1.5 M	cum	₹ 334
E-10.c	Add for each additional lift of 1.5 M beyond initial lift 1.5 M	cum	₹ 30
E-11	Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling.
E-11.a	For Head Works on river or dam submergence for initial lift of 0 to 1.5 M	cum	₹ 1,118
E-11.b	For Head Works on nalla or any other site of GSDA for initial lift of 0 to 1.5 M	cum	₹ 778
E-11.c	Add for each additional lift of 1.5 M beyond initial lift 1.5 M	cum	₹ 31
E-12	Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works and allied works by well sinking process for average depth of 12 M and lead of 150 M including shoring, barricading, guarding, refilling, disposing off surplus excavated stuff as directed by Engineer-in-charge, etc. complete.
E-12.a	Diameter upto and including 3 M	cum	₹ 1,016
E-12.b	Diameter more than 3 M	cum	₹ 853
E-13	Desilting the Supply Well, Intake Well Head Works, Sump of water supply sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150
E-13.1	Desilting the Supply Well, Intake Well Head Works, Sump of water supply sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150	cum	₹ 781
E-13.2	M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge. Add for each additional lift of 1.5 M beyond initial lift 9.0 M	cum	₹ 26
E-14	Dewatering the excavated trenches and pools of water in the building trenches pipeline trenches, 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), etc. complete. (Bd-A-9/261)	HP/ Hr	₹ 89
E-15	Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.	cum	₹ 92
E-16	Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)	cum	₹ 92
E-17	Filling in plinth and floors / trenches with contractor's murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263)	cum	₹ 912
E-18	Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264)	cum	₹ 1,316
E-19	Providing and filling in sand boxing in pipeline or for foundation with sand of approved quality including watering and compaction, etc. complete. (Bd-A-13/264)	cum	₹ 1,227
E-20	Open timbering in trenches of depth more than 1.5 M for shoring and strutting including use of and waste of all necessary timber works including walling, strutts, open polling boards / horizontal sheeting, runners, etc. as may be necessary and fixing and removal complete. (Measurements to be taken of the face area timbered) (N.B.O. Item No. 4-15, P.No. 59)
E-20.a	Lift 0 to 1.5 M for non-water logged area	sqm	₹ 212
E-20.2	Additional per Sqm for further lifts of 1.5 M	sqm	₹ 39
E-20.b	each — Lift 0 to 1.5 for water logged area	sqm	₹ 225
E-20.4	each — Additional per Sqm for further lifts of 1.5 M each Note: For the trenches with more than 1.5 M depth, shoring if required from GL is to be done and is payable from GL. Exavation Items for Balancing Tank	sqm	₹ 32
E-21	Excavation in all kinds of soils, including boulders upto 0.6 m dia.(0.113 cum) in wet or dry condition tor Balancing tank including removing, placing the excavated material neatly in dump area or for formation stacking and spreading, and disposing off surplus excavated stuff as directed by engineer in charge, normal dewatering, prepairing and dressing the bed and side to required level and profile for foundation etc. including cost of all materials, machinery, labour, excluding backfilling etc. complete. with lead upto km and all lifts as directed. Lift 0 to 1.50 M	cum	₹ 102
E-22	Excavation in all kinds of soils, including boulders upto 0.6 m dia.(0.113 cum) in wet or dry condition tor Balancing tank including removing, placing the excavated material neatly in dump area or for formation stacking and spreading, and disposing off surplus excavated stuff as directed by engineer in charge, normal dewatering, prepairing and dressing the bed and side to required level and profile for foundation etc. including cost of all materials, machinery, labour, excluding backfilling etc. complete. with lead upto km and all lifts as directed. Lift 0 to 1.5 M	cum	₹ 120
E-23	Excavation in all kinds of soft rock, including boulders upto 0.6 m dia.(0.113 cum) in wet or dry condition for Balancing tank including removing, placing the excavated material neatly in dump area or for formation stacking and spreading, and disposing off surplus excavated stuff as directed by engineer in charge, normal dewatering, prepairing and dressing the bed and side to required level and profile for foundation etc. including cost of all materials, machinery, labour, excluding backfilling etc. complete. with lead upto km and all lifts as directed. Lift 0 to 1.5 M Excavation in all kinds of hard rock of all toughness by ordinary blasting method, including boulders upto 0.6 m dia.(0.113 cum) in wet or dry condition for Balancing tank including removing, placing the excavated material neatly in dump area or for formation stacking and spreading, and disposing off surplus excavated stuff as	cum	₹ 156
E-24	directed by engineer in charge, normal dewatering, prepairing and dressing the bed and side to required level and profile for foundation etc. including cost of all materials, machinery, labour, excluding backfilling etc. complete. with lead upto km and all lifts as directed. Lift 0 to 1.5 M Excavation in all kinds of hard rock of all toughness by controlled blastin methods, 9 including boulders upto 0.6 m dia.(0.113 cum) in wet or dry condition for Balancing tank including removing, placing the excavated material neatly in dump area or for formation stacking and spreading, and	cum	₹ 625
E-25	disposing off surplus excavated stuff as directed by engineer in charge, normal dewatering, prepairing and dressing the bed and side to required level and profile for foundation etc. including cost of all materials, machinery, labour, excluding backfilling etc. complete. with lead upto km and all lifts as directed. Lift 0 to 1.5 M Excavation in all kinds of hard rock of all toughness by breaker, including boulders upto 0.6 m dia.(0.113 cum) in wet or dry condition for Balancing tank including removing, placing the excavated material neatly in dump area or for formation stacking and spreading, and disposing off surplus excavated stuff as directed by	cum	₹ 781
E-26	engineer in charge, normal dewatering, prepairing and dressin the bed and side 9 required level and profile for foundation etc. including cost of all materials, machinery, labour, excluding backfilling etc. complete. with lead upto 1 km and all lifts as directed. Lift 0 to 1.5 M Providing Hearting embankment using selected impervious material from approved borrow areas (Private land- contractors own material) in layesr including cost of all materials, machinery, labour, all other operation such as collection of soil, spreading soil in layer of specified thickness	cum	₹ 651
E-27	, sorting out, breaking clods, levelling sectioning edges sides, waering,compacting each layer to density control of not less than 95% of proctor density using vibretary compactor including cost of water etc. complete with lead upto 1 km for water and all lifts as directed (Specifications as per "sections Em" Lift 0 to 1.5 M	cum	₹ 205

Source: Maharashtra Jeevan Pradhikaran State Schedule of Rates 2023-24 (w.e.f. 20/06/2023), sections E to N. 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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