Providing SWG Drainage Line At Form Eknath Teli To Nagina Masjid And Opp Umar Bhai Tailor In Ward No 46 Nawabpura

Excavation for foundation/pipe tranches in earth, soils of all types, sand, grvael and soft murum, including removing the excavated materials upto a distance of 50 meters and lifts as below, stacking and spreading as directed, manual dewatering preparing the bed for foundation and excluding backfilling, etc complete. (Bd-A-1/259) Lift 0 to 1.5 M

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-1/259) Lift 0 to 7 Page 1 of 381 1.50 M

Removing of following size stone-ware pipes including breaking out joints, sorting out useful material & stacking them as directed by Engineer-in-charge 200mm dia. SWG pipe

Providing ISI Standard Stoneware pipes including all taxes (central and local), inspection charges, railway freight, unloading from railway wagons, loading into trucks, transprt to departmental stores, unloading, stacking etc. complete. MJP DSR Page No.MJP/DSR 2005-06/ It no-11 pg 49 Item no.250 mm dia. SWG Pipe

Lowering laying and jointing in proper grade and alignment Stoneware pipes with cements joints in C.M. (1:1) proporation of following diameters including cost of conveyance from store to site of work jointing material, labour, giving satisfactory hydraulic testing etc. complete MJP DSR Page No. Section.9, DSR Page No.92 Item No. Section-1(5) 250 mm dia. SWG Pipe

Providing and constructing on drainage line B.B. Masonry circular manhole, concentric cone 0.90 mtrs. Dia. At bottom and 0.5 mtrs. Dia at top and up to a depth of 1.50 mtrs. With 23 cm thick brick work in C.M.1:6 prop with 12 mm thick cement plaster in 1:4, with smooth rendering,1:2:4 coping & fixing approved make & quality S.F.R.C. Frame & cover of 56 cm dia. etc. including all necessary excavation & 1:5:10 bed cc. etc. all complete as directed by engineer in charge (Rebate for every decrease in depth of 30 cm or part there of Rs. 2232/- per 30 cm).

Depth=2.00M

Depth=1.50M

Depth=1.20M

Repairing and reconstructing on drainage line B.B Masonary circular manhole concentric cone 0.90M dia at bottom and 0.5M dia at top with 23MM thick brick work in C.M 1:6 prop,with 12mm thick cement plasterin1:4, with smooth rendering 1:2:4 coping including all necessary excavation etc. all complete as directed by engineer in charge.Rate for rebate per 30cm=1639/-

Providing & Supplying Steel Fiber Reinforced Concrete (SFRC) Frame & cover heavy duty/medium duty of rectangular of circular in shape of approved make including loading, unloading, transporatation, all taxes etc. complete. As directed by Engineer in charge.(20 Tones Capacity)

Refilling and the trenches with availlabel excavated stiff with soft material first over pipe line and then hard materials in 15 cm layers with all leads and lifts including consolidation, surcharging, etc complete. MJP DSR Page No.342 Item No.15

Transport of surplus material from work site to any disposal place as directed by Engineer-in-charge with lead of 5.0 km including and stacking etc. complete.

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

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge.

Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( 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.

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