Widening and Strengthening work of NH 24 Shankha Bridge Via Bojipura to Agraas ODR Road in Distt Bareilly Financial Year 2022-23

Amount

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

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 on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam with 1% OPC cement and 3.50 % emulsion specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared under base and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent 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, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5per cent 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, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of 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, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

PCC Grade M20 using batching plant transit mixer & manual placing

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications

Supply of Laying and fixing of 600 mm dia NP-3 class hume pipe in proper position in culvert.

Supply of Laying and fixing of 1000 mm dia NP-3 class hume pipe in proper position in culvert.

Back/Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9

RCC Grade M25 using batching plant transit mixer & manual placing

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Brick soling with straight over burnt bricks laid on edge. and dry including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth, spreading blinding coat of 1 cm (3/8") depth of local earth of P.I. 5 to 7 or sand over the entire surface and including labour and T&P etc. required for proper completions of the work.

Supply and laying of empty cement bags filled with local earth sand and carriage up to site of work including stiching loading and unloading stacking and also including supply of all material labour T&P required for proper completion of the work etc.as per direction of Engineer In charge.

Making balli piling in river stream for providing of a dry working area including , soring G.I. sheets , E.C. bags , earth work, etc as required & directed by the E/I

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per MORTH IInd Revision 2019 Specification Clause 304.

Structural steel or iron work in cutting edge of well brought to required shape & joint as necessary including suplly of steel , its cutting , bending, welding & completion of work as directed by E-I-C. wastages etc. for proper completion of work.

R.C.C. work in M-30 in well curb with cement , approved coarse sand & 2 Cm. Gauge well graded grit including necessary shuttering , placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labours T&P etc. required for proper completion of the work.

Sinking of wells 5.00Mtr. External dia through all kinds of sand silt, clay except hard stratum like Kankar, boulders, rocks only below the low water level including loading and unloading of weight and pumping out of water including necessary T&P machines, labour etc. was required for proper completion of the work (1) 0.00 meter to 3.00 meter

Sinking of wells 5.00Mtr. External dia through all kinds of sand silt, clay except hard stratum like Kankar, boulders, rocks only below the low water level including loading and unloading of weight and pumping out of water including necessary T&P machines, labour etc. was required for proper completion of the work (2) 3.00 meter to 10.00 meter.

Sinking of wells 5.00Mtr. External dia through all kinds of sand silt, clay except hard stratum like Kankar, boulders, rocks only below the low water level including loading and unloading of weight and pumping out of water including necessary T&P machines, labour etc. was required for proper completion of the work (3) 10.00 meter to 15.00 meter.

C.C. work in M-25 in bottom plugging of well with cement , approved coarse sand and 2cm gauge well graded grit including necessary shuttering, placing & fixing of reinforcement including its binding with wire but excluding cost of reinforcement & also including supply of all materials, labours T&P etc. required for proper completion of the work.

Local sand filling in side the well between bottom and top plugging including watering ramming and also including necessary T&P etc. required for proper completion of work

RCC work in M-30 in well caps with cement approved coarse sand & 2cm gauge well graded grit including necessary shuttering placing & fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labours T&P etc. required for proper completion of the work.

R.C.C. work in M-30 in Substructures with cement, approved coarse sand & 2cm. Gauge well graded grit including necessary shuttering ,placing and fixing of reinforcement and also including supply of all materials, labours T&P etc. required for proper completion of the work.

PCC below aaproach Slab with 2 cm gauge approved stone ballast , approved coarse sand and cement in the proportion of 1:2:4 including supply of all material, labour and T&P etc. required for proper completion of work as per SI 279A

M-30 grade reinforced cement concrete in approach slabs as per drawings and clause 1200,500&1700 of MoRTH Specifications (2001)

Furnishing and placing RCC/PSC M-40 in superstructure as per drawing and T.S. with cement approved coarse sand & 2cm gauge well graded grit including necessary shuttering , placing & fixing of reinforcement including its binding with wire but excluding cost of reinforcement & also including supply material , labour and T&P etc. required for proper completion of the work

Providing RCC Crash Barrier With M-30 Grade cement concrete Including Reinforcement & Dowel Bars complete as per approved drawings and technical specifications.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement as per MORT&H Specifications 2702 complete as per drawing and Technical Specifications

HYSD Steel or iron work in well steining ,well cap, abutments and their caps, slabs, curbs etc. brought to required shape including cutting, bending & also including cost of necessary reinforcement for proper completion of work.

Providing sleaves nuts of a approved design and length in well steining bars including threading of bars and nuts and their fixing as directed by the E/I

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Supplying & fixing of 100mm dia Drainage Spouts complete as per drawing and Technical specificationwork. 2705

Supplying fitting & fixing in position to line and level elastomeric bearing of approved Company/ Manufacturer conforming to IRC : 83(Part-III) section-IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specification.

Supplying, fitting and fixing in position true to line elastomeric Pad between girder and inner face of Seismic Stoper complete including all accessories as per drawing and Technical Specifications.

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.

First Class Brick Work in 1:6 Cement Fine Sand mortar for making Dhula for well curb , Reference Pillar, centre Pillar,Bench Marks etc as per SI 303

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