work of widening and strengthening of 4 lanes of Ghazipur to Turtipar road (State Road No. 108) between km 20.70 and km 39.306 in Ballia district

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Removal (including stacking and proper handling over to concerned Authority) of stumps and roots of trees having girth 300mm and backfilling the pit created to required compaction complete as per technical specifications clause 201 and 305, or as directed by the engineer, for girth size above 300mm

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 1 km

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.

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.( Lead 8 km)

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 sub-grade 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

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.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (Stabilization with emulsion3.5% and cement 1% ) 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.

Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 per cent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 519.

Providing and applying tack coat with bitumen (VG-10) using bitumen 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(VG-30) @ 4.5 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 applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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

Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 550 mm high in M 20 grade with 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, all complete as per clause 408 8.2 Ref. to MoRTH Spec. 408

Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings ( per RM wight 15.486 kg as per anlaysis)

Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408

Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :

P/L of Interlocking concrete block pavement Zig - Zag having thickness 80 mm as per drawing and technical specification clause 1504

Planting and Maintaining of Flowering Plants and Shrubs on median and seperator include all labour material T&P etc complete

Painting of kerbs with two coats synthetic enamel paint in all shades on new concrete surface after filling earth in median as per MORT&H specificaiton No 14.16.(800)

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.

Furnishing and Placing Reinforced/ Prestressed cement concrete M-25 grade in foundation as per drawing and Technical Specification.

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

Sand Filling in place of stump removal pit as per Drawing & Technical Specification

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.Spec.304.B12.1

Plain cement Concrete M-15 in Box culvert foundation in 1:3:6 with cement , local coarse sand and 40 mm gauge SB including al taxes , royalty , and including supply of all material ,. labour T&P ,etc. required for proper completion of work as per direction of E/I Specification No 12.8A Reff, to Morth Specifi. 1500,1700 And 2100

Plain Rainforcement cement Concrete in Box culvert foundation in with cement , local coarse sand and 40 mm gauge SB including al taxes , royalty , and including supply of all material ,. labour T&P ,etc. required for proper completion of work as per direction of E/I Specification No 15.13 Reff, to Morth Specifi. 1500,1700 And 2100 M-30 Grade

Plain Rainforcement cement Concrete in Box culvert Wall And Slab ,aproch slab, and including supply of all material ,. labour T&P ,etc. required for proper completion of work as per direction of E/I Specification No 15.12 Reff, to Morth Specifi. 2700 M-30 Grade

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Morth Spec.13.7-1600 and 2200 Ex.GST.

Plain/Rainfocement cement Concrete in Box culvert foundation in cement , l including al taxes , royalty , and including supply of all material ,. labour T&P ,etc. required for proper completion of work as per direction of E/I Specification No 12.8B Reff, to Morth Specifi. 1500,1700 And 2100 PCC Grade M-20

Plain/Rainfocement cement Concrete in Box culvert Sub Strctures, l including al taxes , royalty , and including supply of all material ,. labour T&P ,etc. required for proper completion of work as per direction of E/I Specification No 13.05B PCC Grade M-20

Dewatering of faoundation tranches by 8HP diesel opratore pump including all labour ,materilas ,T&P complete work (taking unit 1Hour per Pumps)

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, 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

M-25 Rainforcement Cement Cocrete in box Culvert Complete as per drwaing and technical specification.

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

Providing and Sheltex Bord.

Providing and Laying tar felt .

Complete spout including all labour T&P etc Complete

RCC m-40 grade.

Providing and laying boulders apron on river bed for protection against scour with ston boulder weighing not less than 40 kg each complete as per drawing and technical specfication ets.

TRAFFIC SIGNS - GIVE WAY/ coutionary signage (90 cm equilaterial triangle) (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) 90 cm equilaterial triangle

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

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

Hazards Sign in front of Parapet 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

Transverse Bar (Repeated Bars) for Speed Calming (Thermo Plastic Paint) Providing and Applying Hot applied thermo plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gm /sqm area. Thickness of 15 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.

TRAFFIC SIGNS - SINGLE CHEVRON (NORMAL) 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 50 cm x 60 cm rectangular

Center Line Edge Line (Thermo Plastic Paint) 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.

Cat Eye (Raised Pavement Marker/Road Stud) Sharp Curve and Abadi Portion. Supply and fixing of Raised Pavement marker (Cat Eyes) of Avery Dennision/3M make of approved quality in size of width not exceeding 20 mm and height not exceding 20 mm made up to strong Engineering Polymer thermoplastic polyurethene with Electronic welded abrasion resistant lenses for Retro Reflective in dry and wet weather condition alone with Bituminous adhesive as per MORTH Specification.

TRAFFIC SIGNS - INFORMATIONARY SIGNS (HOSPITAL, PETROL PUMP, POLICE STATION,) 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 80X60 cm rectangle board

TRAFFIC SIGNS - STATE HIGHWAY ROUTE SIGN BOARD / ABADI NAME 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 45 cm x 60 cm rectangular

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 810

Over Head Cantileaver Sign Board as per Morth Specification.

Supply & Erection of built up overhead structure 18.00 M to 20.00M span comprising of three vertical post of 6.00 M high made up of 350 mm N.B. havey class M.S. pipe as vertical member welded with 10mm M.S. plate at top & bottom for bearing of horizantal frame comprising of 65 mm . N.B. made havey class main pipe as of 42 mm class medium N.B. pipe bracing as per approved designed drawing with one coat of steel primer and two coats of synthetic enamle paint complate the work includes construction of RCC fundation of size 0.90x0.90M & 1.5 M deep for built up Overhead Structure including earth work in excavation , 100 mm thick Lean Concrete in 1:4:8 cement , course sand and 40 mm gauge stone balllast , RCC with 1:2:4 cement , Course sand and 20 mm stone grit including supply of grouting of 25 mm dia foundation bolts (600mm long) as per provision of structure including cost of reinforcement & shutting as per direction of Engineer in Charge .

5th kilometre stone (precast)

Ordinary kilometer stone (precast)

Hectometer stone (precast)

ganga sagar singh