tender for repairing existing drainage line near smashan bhumi lanes at kailash nagar in ward no . 66 . , removing rich mix cement concrete including stacking the spoils as directed with all leads , lifts etc , complete . as per ssr item no . 46 . 13 . , excavation for pipe trenches in earth , soils of all types , sand , gravel and soft murum , including removing the excavated material up to a distance of 50 mtr . 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 . as per mjp / dsr item no . 01 . , 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 . 150 mm dia . swg pipe . , providing and laying for 225 mm dia . salt glazed s . w . g . pipe including fitting such as bends , tees , single junction , double junctions laying , jointing ( including excavation and refilling the trenches ) complete . as per ssr item no . 42 . 05 , providing and constructing on drainage line b . b . masonary circular manhole , concentric cone 0 . 90 mtrs . dia . at bottom and 0 . 5 mtrs . dia at top and upto 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 and fixing approved make and quality s . f . r . c . frame and cover of 56 cm dia etc . including all necessary excavation & 1:5:10 bed c . c . etc all complete as directed by engineer - in - charge . ( rebate for every decrease in depth of 30cm or part there of rs . 1639 / - per 30cm ) mjp dsr page no: as per rate analysis item no: depth : 1 . 50 mtr . , providing & supplying 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 . ( 20tonnes capacity ) . as per mjp 2018 -19 . , refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material in 15 cm layers with all leads and lifts including consolidation , surcharging , etc . complete . as per mjp / dsr / 2018-19 . , construction of granular sub-base by providing close graded material , spreading in uniform layers with motor grader / paver on prepared surface , mixing by mix in place method with rotavator at omc , and compacting with vibratory roller to achieve the desired density , complete as per clause 401 -- plant mix method and grading - ii material . ssr 2017- 2018 item no . 3 . 02 . , providing and laying cast in situ / ready mix cement concrete in m-10 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water , formwork , laying / pumping , compacting , roughening them if special finish is to be provided , finishing if required and curing complete , with fully automatic micro processor based plc with scada enabled reversible drum type mixer / concrete batch mix plant ( pan mixer ) etc . complete . with natural sand / v . s . i . quality artificial sand . as per ssr item no . 24 . 01 . , providing and laying in-situ m30 grade [ using tre-mix method ] 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 . ( vibrate & level with double beam vibrator , vacuum dewatering , float the surface with power trowel , specified joint with groove cutting , joint to be filled with specified material ) as per ssr item no . 5 . 01 , repairing and reconstructing on drainage line b . b . masonary circular manhole , concentric cone 0 . 90 mtrs . dia . at bottom and 0 . 5 mtrs . dia at top 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 including all necessary excavation etc . all complete as directed by engineer - in - charge . as per mjp / dsr / 2018-19 . , transportation of surplus material from work site to any disposal place as directed by the engineer - in - charge with a lead of 7 . 00 km including and stacking etc . complete . as per mjp / dsr / 2018-19 . , add for royalty charges