Widening and strengthening of Jari Nevadiya Road (ODR) in Ch. 0.000 to Ch. 19.000 and Ch. 22.000 to Ch. 23.000 (Length 19.800 Km.) in District Prayagraj (Vidhan Sabha Bara)

Amount

Dismantaling of existing structures like culverts briges retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work, including T&P and scaffolding, wherever, necessary, sorting the dismantalled mateiral, disposal of unserviceable, material and stacking the serviceable material with all lifts and lead of 1000 meters.

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

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.

Dismantling of flexible pavements and disposal of dismaintled materials up to a lead of 1000 metres, stacking servicable and unserviceable materials.

Sand Filling in foundation trenches as per drawing and technical specification (For Drainage Layer)

Providing, Laying of dismantling Flexible material spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled roller 8-10 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III (Excluding Cost of Material)

Granular Sub-Base with Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Construction of sub-grade and earthen shoulders 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

Providing and applying primer coat (SS-2 grade) with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical broom.

Tack coat Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.20 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 @ 4.00 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. (Grading_1)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 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. (Grading_2)

Bituminous Concrete Providing and laying bituminous concrete with 100 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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 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. 509 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

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, backfilling with approve 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.

Providing and laying reinforcement cement cocrete (M-25) in foundation as per drawing and technical specification clauses 800, 1205.4 & 1205.5

Supply of fitting and Placing HYSD bar reinforcement in structure complete as per drawing and technical specification

Providing and laying reinforcement cement cocrete wearing course (M-30) in foundation as per drawing and technical specification clauses 800, 1205.4 1206.3

Providinding weep holes in brick masonary/ stone masonary plain /reinforcement concrete abutment wingwall, returnwall with 100mm dia PVC pipe extending through the full with of the structure with slope 1:20 all work complete as per drawing and technical specification.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

Dewatering from foundation of bridge by pumping out water collected by natural drain.

Construction of Embankment with material optain from Borrow Pits with a lift up to 1.0 mtr, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no.300.1 and 300.2

Providing and laying reinforced cement concrete pipe NP3 culvert on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection works. Backfilling, concrete and masonry works .(1000mm dia Hume Pipe)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber,, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification Clause 405

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & Concrete pump.

R.C.C. grade M 20 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 using batching plant transit mixer & Concrete pump (For U Drain)

Stone masonary. Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.

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

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

Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 600 mm

Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 350 mm

TRAFFIC SIGNS - STOP (as per IRC:67-2012). Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (as per IRC:67-2012 clause 14.60)

TRAFFIC SIGNS - (as per IRC:67-2012). Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (as per IRC:67-2012 clause 14.60)

Speed Limit Sign at Curve and Other Place. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (as per IRC:67-2012 clause 14.60)

Providing and erecting direction, place identification and Facility information sign retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm. Supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing complete

Providing and Applying Hot applied thermo plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gm /sqm area. Thickness of 2.5 mm is excusive of surface applied glass beads as per IRC 35. The finish surface tu be leveled uniform and free streaks and holes. Composition of thermo plastic material shall be as per table 800-3 of clause 803 of MORTH including cost of all material labour T&P etc required for proper completion of work as directed by E/I.

Supply, fixing & eraction of built up Cantilever Structure 6 m sapn Comprising of one vertical post of 6.00 M hieght made up of 300 mm NB heavy class MS Pipe as vertical member weided with 10 mm MS plate at top & 12 mm M.S. Plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M.S. pipe as bracing & 10 mm M.S. plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and tow coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earth work in excavatin 100 mm thick lean concrete in 1:3:6 cement, coarse sand and 40 mm gauge stone ballast RCC with and 1:2:4 cement, coarse sand and 20 mm stone grit including supply and fixing of 25 mm dia foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The latest vertical clearances and complete. Instalation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2010 compete in all respect. The Rates shall include cost of design fabrication, supply, transportation, local shifting, Erection of Signage structure using crane, inclusive of all taxes etc. all T&P etc machine, material and labour required for proper completion of work as per direction of E/I.

Providing and fixing of retro-reflectorised sheeting over cantilever vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (as per IRC:67-2012 clause 14.60)

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 81

ABHISHEK ENTERPRISES (BID ID -5806490)

M/S. R.R. Enterprises (BID ID -5803863)