Construction of Road No.1 (P) ,21 and Culvert at IA Trishundi Distt Amethi

Amount

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth eith lead upto 50 meters.

Earth work in embankment with carted earth from an averege distance of 5.0 km from site of work digging at source & loading in to trucks and unloading at site spreading in 20.0 cm layer level with cartage of earth Royelty of earth all labour T&P required for proper complition of work and as per direction by engineer in charge.

Mechanical compaction of earth in filling to achive 95% procter dencity of earth the compaction shall be done preferebly with the help of roller 10 ton static weight and subssequent shall be tested acepeted by Engineer in charge.

Earth work in excavation in ordinary soil, excavation should be in the regular form of pits not exceding 0.50 mtr, in depth, including dressing the surface to required levels and slopes and also including 1.5 M. lift and 30M. Lead the earth from cutting to be used for embarkment inclusive of cost shifting of surplus earth upto 30 Mtr. distance average distance from site, as directed by engineer in charge.

Earth Work in exacavation for every additional to 30.0 metre lead or for every additional 1.5 m. Lift or its part ad directed by Engineer in Charge.

Construction of granular sub-base by providing coarse graded ma Marerial conforming to specification mixing in a mechanical mix plant at OMC,carriage of mixed material by tippers to work site ,for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achive the desired density, complete as per specification and directions of Engineer-in-Charge.

Providing laying spreading and compacting graded stone aggregate, grade-II (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material wirh water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base/ base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density , complete as per specified and direction of engineer-in-charge.

Providing and applying priming coat with bitumen on prepared surface of granular base i/c cleaning of road surface and spreading bitumen grade V.G. 30 @ 0.6kg/Sqm using machinical means.

Providing and laying 75 mm thick bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 3.3 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratiory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.

P/L 25 mm Thick Semi Dense Bituminous Concrete with 100-120 P TPH batch type HMP Producing an average output of 75 tonnes per hour using crushed aggregate of specified grading, premixed with Bituminous binder @ 4.5 to 5.0 percent of mix and filler, tronsporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller, to achieve required compaction as per MORTH Specification Clause no 509 including tack coat 0.30 KG per Sqm complete in all respect, including supply of all material, labour, T&P etc. as required for proper completion of the work.

Brick on edge pavement on patries with bricks laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 1 cm. 3/8' depth of local sand over the subgrade & including supply of all materials labour, T&P etc. as required for proper completion of the work.

Providing and laying of hot applied thermoplastic compound 2.5 mm. thick as per approved colour, layout and design including reflectorising glass beads @ 250 gms per sqm. area, thickness of 2.5 mm is exclusive of surface applied glass beads as per MORT & H specification No. 803. The finished surface to be level, uniform and free from streaks and holes rates to be inclusive of all taxes, royalty, VAT etc. all T & P/ machine material and labour required for proper completion of work.

Dag-belling 15cm (6" ) on one line aligned with flage and jhandies as directed by Engineere- in -charge .

Making & maintening level pillar of average hight 1.20 m as directed by ingineer in charge.

P/L plain Cement concrete with 2.0 cm gauge apporved stone ballast with approved coarse sand and cement in praportion of 6:3:1 I/c supply of all labour material T&P etc required for proper complition of work.

R.C.C. work with cement approved coarse sand and 2cm. (3/4") gauge approved stone grit in the proportion 1:1.5 :3 (1 Cement:1.5 coarse sand : 3 stone grit 20mm aggregate) in slabs excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24 BWG binding wire and including necessary centering and shutteing etc. and also including supply of materials sabour and tools and plants etc. required for proper completion of the work.

Mild steel or iron in plan work shch as reinforced concrete or reinforced brick work wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level.

Providing and fixing unplasticised Rigid PVC rain water pipes 110 mm diameter conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes.

Finishing walls with Premium Acrylic Smooth exterior paint with silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).

Dismentaling sundried brick work including stacking of dismantaled materials within a distance of 60.0M ( 200 feets).

Dismantilling reinforced cement concrete or reinforced brick work including stacking of dism,anteled materials as directed by Engineer-in-charge within a distance of 60 meter ( 200 feets )