Municipal Corporation Tender

Providing and supplying ISI standard following size pipe including all taxes etc comp. 250 mm dia SWG pipe

Providing and supplying ISI standard following size pipe including all taxes etc comp. 300 mm dia SWG pipe

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

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 . 300 mm dia SWG pipe

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 0.90 m with 23cm 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 (Depth -0.90m)

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.

Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc.complete as directed by Engineer-in-charge (20 tonnes capacity). 560mm

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 lifts including consolidation, surcharging, etc. complete. (It.15/Pg.36)

Excavation for roadway in earth, soil of all sorts, sand, gravel or hard/soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. By Mechanical Means

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

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.

Removing and Refixing of Paver blocks

Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.

Transportation of surplus material from work site to any disposal place as directed by the Engineer - in - charge with a lead of  3 km includingand stacking etc. complete