constructing white topping cement concrete pavement on road from avishkar chowk to mata mandir cidco n-6 , excavation for road way in earth soil of all types sand gravl soft murum including dressing section to required grade , camber , and side slopeand conveying the excavated materials with all lifts leads up to a lead pf 50 m . and spreading for embankment or stacking etccomplete as directed by engineer in charge . spec . no . :ssr/2018-19/ssr i no-2 . 11 , conveying materials obtained from road cutting including all lifts , laying in layers of 20cm to 30cm . breaking clods , dressing to the required lines , curves , grades and section , watering and compacting to not less than 97% of standard proctor density for a lead of over 50m . to 300m . inclusive from the site of excavation to the site of deposition as directed . ssr/2018 -19/ sr . no . 2 . 25 , providing isi staandard r . c . c . pipe of the foll0wing size including inspection charges , loading unloading etc complate 300 mm dia . mlp dsr/ 2018-2019 , lowering , laying and jointing in proper grade and aliganment r . c . c pipe with cement jiont in c . m . 1:1 proportion of following diameter including cost of conveyance from store to the site of work giving satifactory hydraulic testing etc . complate 300mm dia . pipe . mjp dsr/ 2018-2019 , providing and laying cast in situ/ready mix cement concrete in m15 of trap/ granite/quartzite/gneiss metal for bed blocks , foundation blocks and such other items including bailing out water , steel centering , formwork , laying/ pumping , compacting , roughening them if special finish is to be provided , finishing uneven and honeycombed surface and curing etc . complete . the cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only . newly laid concrete shall be covered by gunny bag , plastic , tarpaulin etc . ( wooden centering will not be allowed . ) , with fully automatic micro processor based plc with scada enabled reversible drum type mixer/ concrete batch mix plant ( pan mixer ) etc . complete . with fine aggregate ( natural sand / crushed sand vsi grade finely washed etc , scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres . , 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 , wet mix macadam -- providing , laying , spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density . laying by grader/paver . , 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 , providing and laying in-situ m40 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 including tre- mis treatment & groove cutting joint to be filled with specified material ( polimar fibre 0 . 90kg . etc complate , providing and fixing heavy duty inter locking concrete rubber mould glossy paving blocks of 80 mm thickness of having a strength of 400 kg/sq . cm . of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc . complete . ( using 100% crushed sand ) , excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts ofsoils . , refilling the treanches available excavated stuff with soft material first over pipe line and than hard material in 15cm layer with all lead & lifts including etc . complate . mjp dsr/ 2018-19 , removing paver block from exisying paving without bed concrert including stacking the material as directed with all lead & lifts complate , refixing factory made precast inter locking cement concrete paving block in position over prepard 6mm crushed stone metal bed etc complate , providing and fixing heavy duty inter locking concrete rubber mould glossy paving blocks of 60 millimeter thickness of having a strength of 400 kg/sq . m of approved quality and shape on a bed of crushed sand of 25 to 30 millimeter thick including striking joints and cleaning etc . complete . ( using 100% crushed sand ) , providing earth work in embankment with approved materials obtained from other sources upto lead of 50m . including all lifts , laying in layers of 20cm . to 30cm . thickness breaking clods , dressing to the required lines , curves , grades & section , watering and compaction with vibratory roller with v-sat attachment to achieve not less than 97 % of standard proctor density etc . complete ( material obtained from other sources ) , add for royalty charges earth work 1452 . 50*1 . 00