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| 1 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materialsseparately etc. complete. |
| 2 | 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 anc 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 MJP SSR I No 1 P No 42 |
| 3 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking anc spreading as directed by Engineer-in- charge, normal dewatering, preparing the bed for foundation anc excluding backfilling, etc. complete. (Bd-A2/259)Lift 0 to 1 .5 M |
| 4 | 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 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 |
| 5 | Removing existing pipe line of the following pipe size stone ware pipes /R.C.C. pipes excluding cost of necessary excavation and refilling of the trenches, breaking the joints, lifting the pipes and stacking to the place as directed by the Engineer - in - charge with all leads and lifts including cleaning the surfaces etc. complete (200mm dia SWG Pipe) |
| 6 | Providing and supplying ISI standard following size pipe including all taxes etc comp 250mm dia SWG pipe |
| 7 | Lowering ,laying and jointing in proper grade and alignment SWG Pipe with cement joient in CM 1:1 Proportion in line and level with giving hydraulic testing etc.comp. 250 mm dia SWG pipe |
| 8 | Providing and constructing on sewer, B. B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C. C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineerincharge. |
| 9 | Providing and constructing on Sewer, BBM circular manhole with concentric cone 0.90m dia at bottom and 0.5 m dia at top and upto a depth of 1.50m with23cm thick brick work in C.M 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C. C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineerincharge. (Rebate for every decrease in depth of 30 cm or part there of Rs.2232/-) As per Rate analysis |
| 10 | Repairing and Reconstructing/Raising B.B. masonry circular manhole of 1.0m dia.without conical shape excluding excavation, brick masonry in CM 1:4proportion 23 cm thick, plastering with smooth finish in CM1:2 proportion, fixing S.F.R.C. frame and co ver ( Excluding cost of SFRC Cover) including cost of all materials andlabour, etc. complete. (Per 0.30m) |
| 11 | Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.)Heavy duty frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineerin- charge (20 tonnes capacity). MJP DSR I No 17 P No 226 |
| 12 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 13 | 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 |
| 14 | 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 , compacting with vibratory roller, finishing, curing and including preparation of subgrade surface if required etc. complete. |
| 15 | 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. |
| 16 | Transporting of surplus material from work site to any disposal place etc comp. As per Rate Analysis |
| 17 | A.WORK PORTION |
| 18 | B. ROYALTY & TESTING CHARGES Contractor has to quote on Work Portion Only Please Enable Macros to View BoQ information |
