Constuction Black Topping Road From Kali Mandir to Chutia Pada in ward No-17

Earth work excavaton in foundation in hard soil or gravelly soil within 50 m initial lead and 1.50 mt initial lift including rough dressing and bracking clods to maximum 5 cm to 7 cm and laying in layers to exceeding 0.3 mt in depth and as per direction of the department.

Providing, spreading, filling in foundation and plinth with sand watered and rammed as per OPWD.specification including all cost of materials, labour, conveyance, royalty,Tools and Plants etc.all complete, required for the work to finished items of work

Cement concrete (1:4:8) with 40 mm size hand broken hard granite metal including all cost of materials, labour, conveyance, royalty, Tools and Plants water for curing etc.all complete,as per OPWD specification required for the work to finished items of work.

Cement concrete work of M15 grade with 20 mm and down grade crusher broken hard granite chips including hosting and laying all cost of materials, labour, conveyance, royalty, T & P, water for curing etc.all complete as per OPWD specification required for the work to finished items of work

Cement concrete work of M20 grade with 20 mm and down grade crusher broken hard granite chips including hosting and laying all cost of materials, labour, conveyance, royalty, T & P, water for curing etc.all complete as per OPWD specification required for the work to finished items of work

Requirement of HYSD / MS rod & labour for cutting, bending, binding, straighting and laying the grills and placing in position including cost of rod & binding weir 18 to 20 gauge

Rigid and smooth centering and shuttering for rCC works including false work and dismentalling then after casting including cost of materials complete in ground floor, RCC foundation, plinth band and footings bases of columns mass concrete pre-cast slabs etc

Transporting the excavated earth by mechanical means within 5.00 Km lead including initial lead and lift, loading & unloading etc all complete.

Filling in foundation and plinth with excavated materials including watering and ramming as directed by the EIC.

Providing,laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in machanical mix plant,carriage of mixed material by tripper to site,laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with 3 wheeled steel roller 8-10 tonnes to achieve the desired density as per Clause 406 of MoSRT&H Specification for Road & Bridge works (4th Revision) including cost and conveyance of materials ,roller ,T&P etc. all complete.

Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous including cost and conveyance of materials T&P etc all complete.

Labour for applying primer coat including cost and conveyance of materials T&P ,cost of Bitumen etc. all complete.

Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bituminous including cost and conveyance of materials T&P etc all complete.

Labour for applying tack coat including cost and conveyance of materials T&P ,cost of Bitumen etc al complete.

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of Grading II (19 mm nominal size) premixed with bituminous binder of 60/70 penetration grade of bitumen,transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to therequired grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost and conveyance of materials T&P cost and conveyance of bitumen,etc complete.

Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of Grading II: 10 mm (Nominal Size) premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, libratory and tandem rollers to achieve the desired compaction as per Clause 508 of M oSRT&H Specifications for Road & Bridge works (4th Revision) including cost and conveyance of materials T&P etc complete.

Labour for laying sub-base in layers not exceeding 100 mm watering and compacting to the required density in O.M.C with Power Road Roller including cost and conveyance of sub base materials,hire and running charges of PRR .

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

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