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| 1 | Item No.1-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, Jack Well, Pump House, Supply Well, etc.for lift 0 to 1.5 M and lead of 150M including baricatomg, gurad ing, disposing off surplus excavat ed stuff within a radius of 0.5 km. as direct ed by Engineer in charge etc. complete. excluding refilling. |
| 2 | From 0.00 to 1.50 m |
| 3 | Rs.334.00/- |
| 4 | From 1.50 to 3.00 m |
| 5 | Rs334.00/- + 1 x 30.00 |
| 6 | From 3.00 to 4.50 m |
| 7 | Rs.334.00/- + 2 x 30.00 |
| 8 | From 4.50 to 6.00 m |
| 9 | Rs.334.00/- + 3 x 30.00 |
| 10 | From 6.00 to 7.50 m |
| 11 | Rs.334.00/- + 4 x 30.00 |
| 12 | From 7.50 to 9.00 m |
| 13 | Rs.334.00/- + 5 x 30.00 |
| 14 | MJP DSR 2023-24 P/I 39/10(b) |
| 15 | Item No.2-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, Jack Well, Pump House, Supply Well, etc.for lift 0 to 1.5 M and lead of 150M including baricatomg, gurading, disposing off surplus excavat ed stuff within a radius of 0.5 km. as directed by Engineer in charge etc.comp lete. excluding refilling. |
| 16 | From 3.00 to 4.50 m |
| 17 | Rs.778.00/- + 2 x 31.00 |
| 18 | From 4.50 to 6.00 m |
| 19 | Rs.778.00/- + 3 x 31.00 |
| 20 | From 6.00 to 7.50 m |
| 21 | Rs.778.00/- + 4 x 31.00 |
| 22 | From 7.50 to 9.00 m |
| 23 | Rs.778.00/- + 5 x 31.00 |
| 24 | MJP DSR 2023-24 P/I 39/11(b) |
| 25 | Item No. 3-Providing and laying in situ cement concrete mortar 1:2:4 of trap metal for foundation and bedding including bailing out water manually formwork compacting & curing etc. complete |
| 26 | As per RA No.1 |
| 27 | Item No.4-Providing and casting in situ cement concrete of trap/granite/ quartzite /gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer in charge including normal dewatering, centering,formwork, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc.complete. (excluding M.S.or Tor reinforcement.) EnE DSR 44/ 4 R.A.No.6slab/landings/ vertical walls/waist slabs/ steps for staircases |
| 28 | From 0.00 to 5.00 m |
| 29 | For Vertical wall & parapet |
| 30 | From 5.00 to 10.00 m |
| 31 | For Vertical wall & parapet |
| 32 | From 10.00 to 15.00 m |
| 33 | For Beam |
| 34 | Item No.5-Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc.as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc,complete. (including cost of binding wire). |
| 35 | As Per Corrigendum No.7of MJP Dt.07/03/2022 |
| 36 | Item No.6-Dewatering the excavated trenches and pools of water in the building trnches/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.MJP DSR 23-24 P/I-40/14 |
| 37 | Item No. 7:- Filling in plinth and floors/ excavated trenches with contractor murum for bedding in 15 to 20 cm. layers including watering and compaction etc. complete.RefillingMJP DSR 23-24 P/No.40 I/No.17 |
| 38 | Item No. 8-Taking trial bore (Core Bore sampling) by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigation in all types of strata ,soft soil, murum,hard murum with boulders,soft rock,hard rock and quartzite etc .The item includes all hire and running cost of callyx machine, conveying all materials to site of work excluding conveyance of callyx machine and back sampling all over burgen strata in glass jar and core samples serially numbered at site in a wooden core box ,samples to be taken at 1.0 m interval and conveying to the place as directed by Engineer-in-charge .The diameter of bore in overburden shall be 100 mm and of NX size (50 mm) in other strata. The item shall also include M.S casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 m above G.L with cap over it. |
| 39 | In overburden (Soft soil,murum) |
| 40 | In weathered rock with boulders |
| 41 | In weathered rock /soft rock |
| 42 | MJP DSR 2023-24 P/I 57 /5 |
| 43 | Item No.9-Carriying out recuperation /yeild test for asserting the discharge of constructed well/excavated profile as directed by Engineer-in-charge. The test is carried out by drawing down water from the well/profile below normal/subsoil waer level upto full depth rise in water level is recorded. The normal water level/subsoil water level in the well/profile as well as stainer/suction level at pump as per design of W.S scheme shall be recorded prior to the test including cost of all materials, overhead,labourers etc complete as directed. |
| 44 | MJP DSR 2023-24 P/I 294 /17 |
| 45 | Item No.10 -Providing external cement plaster 20mm thick in a single coat, in cement mortar 1:3 without neeru finish to stone masonry surface in all positions including scaffolding, racking out joints, providing groove at joints of stone masonry and concrete members and curing complete. R.A.No.4 |
| 46 | Item No.11- Providing and applying two coats of water proof cement paint of approved manufacturer and approved colour to the plastered surfaces including scaffolding and necessary ,cleaning and and preparing the surface watering for two days etc. complete.(In Two coats)Water Proof Cement Painting(Bldg DSR 22-23P/No.276 I/No.35.13 ) |
| 47 | Item No.12-Making provision for name plate of scheme including providing fixing painting as directed including all labour material transport etc complete. |
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