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| 1 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. (SSR No. 46.13) |
| 2 | Excavation for Trenches in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) (SSR No. Section E Particular No-1) |
| 3 | Removing and Refixing old Paving Blocks of approved quality 3 and shape on a bed of Crushed sand of 25 to 30 cm thick including skirting joints and cleaning etc complete |
| 4 | Providing ISI standard stonewere pipes, joints, including all taxes(Central and local), inspection charges, railway freight, loading unloading from railway wagons, loading into trucks, transport to departmental stores/stacking.etc.complete. MJP DSR item no 1 Page No 87 (SSR No. As Per Market Rate Analysis) |
| 5 | Lowering, laying and jointing in proper grade and alignment Stoneware pipes with cement joints in CM1:1 proportion following diameter including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc.complete MJP DSR page no. Section 9, DSR item no 2 page no 87 (250mm dia SWG pipe). (SSR No. As Per Market Rate Analysis) |
| 6 | Providing and constructing on sewer, B. B. masonry circular manhole with concentric cone 0.9 M dia. at bottom and 0.5 M dia. at top and upto a depth of 1.5M with 23 cm brick work in CM 1:4 proportion smooth rendering, Rebate of 2363 per 30 cm 0.90m as per rate analysis. (SSR No. As Per Rate Analysis) |
| 7 | 1.0 m Depth |
| 8 | 1.5 m Depth |
| 9 | Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material in 15cm layers with all leads and Ifts including consolidation, surcharging, etc. complete. (SSR. No. As Per Rate Analysis) |
| 10 | Providing steel fiber reinforced concrete (S.F.R.C.) frame, cover heavy duty/ medium duty of rectangular or circular in shape of approved make including loading unloading, transportation, all taxes etc. complete as directed by engineer in charge (as per 18 circular HD 540/630mm with frame. (SSR No. As Per Rate Analysis) 540 mm HD Circular SFRC |
| 11 | Repairing and Reconstructing/Raising B.B. masonry circular manhole of 1.0m dia.without conical shape excluding excavation, brick masonry in CM 1:4 proportion 23 cm thick, plastering with smooth finish in CM 1:2 proportion, fixing S.F.R.C. frame and co ver (Excluding cost of SFRC Cover) including cost of all materials and labour, etc. complete. (SSR No. As Per Rate Analysis) |
| 12 | Fixing of SFRC frame and cover to manhole chamber rectangular S.F.R.C. cover and frame in c.c. M-15 (concrete 1:2:4 prop) etc. complete (as per rate analysis) 22-circular HD 540/630 with frame. (SSR No. As Per Rate Analysis) |
| 13 | Transportation of surplus material from work site to any disposal place as directed by the Engineer in charge with a lead of 3.00 km including and stacking etc. complete. (SSR No. As Per Rate Analysis) |
| 14 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Plant Mix Method and Grading II Material (SSR No. 3.02) |
| 15 | Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fineaggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver, compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. (SSR No. 5.01) |
| 16 | Royalty as per govertment of maharastra revenue and forest departmentsgazettle no 67 date 15 may 2015 (charges for metal, sand, murum)...etc complete. Please Enable Macros to View BoQ information |
