Widening and Strengthening for 04 lane of G.T. road Prayagraj Varanasi Road ( SH-106) Ch. 219.500 to 242.600

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 of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure (encroachment) comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres

Construction of sub-grade 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.

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 (Including road work and Junctions etc)

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Parmanent Structures like building etc.)

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 of MORTH (Including truck lay by and junctions etc)

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 complete as per clause 406 (A) of MORTH (Including truck lay by and junctions etc)

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 complete as per clause 406 of MORTH (Including truck lay by and junctions etc)

Recycling pavement by cold milling of existing bituminous layers, plaining 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 (and laid as DBM as per Cluase 505 and item no. 13)

Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per Clause 503 of MORTH

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

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 dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per Cluase 601 of MORTH (Below C.C. Portion)

Construction of un-reinforced, dowel jointed, Pavement Quality Concrete (PQC) pavement over a prepared sub base with 43 grade cement @ 310 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, grades and jointing with old cc pavement as per direction of E/I as per drawing as per Clause 602 of MORTH. (For CC Work)

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 of MORTH (In abadi portion and cross sections etc)

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.

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 as per clause 304 of MORTH (For Side Drain etc)

Providing and laying of Plain cement concrete 1:3:6 (PCC-M10) 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 as per cluase 1700 & 2100 of MORTH (for Side Drain and below divider etc)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications 1300.

Providing and laying of PCC Grade M-20 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. S.No. 9.14 (B)

Providing and laying of RCC grade M-20 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. S.No. 9.14 ( C) (for drain and slabs etc)

Providing and laying of M-25 Reinforced Cement Concrete in box culvert complete as per Drawing and Technical Specification S.No. 9.14 ( E)

Providing and laying of M-30 Reinforced Cement Concrete in Divider complete as per Drawing and Technical Specification S.No. 12.08 (G ) for new Jersy Divider.

Supplying, fitting and placing HYSD bar reinforcement in sub-structure and divider etc complete as per drawing and Technical Specifications No. 1600

M.S or iorn work in angle iorn for joint including Supply of matrial labour T&P etc Required for proper compltion of work size 100x100x8 mm si no 503 (a) (angle Iron for box culvert)

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications (for widening of culvert.)

Providing and laying of Weep holes inclg all labour material T&P etc complete (for RCC Culvert)

Painting or varnishing new work with one coat (upto one sq. mt.) of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour and tools and plants etc. required for proper completion of the work. Paint to be used should confirm the I.S.I. No. 103-1950. As per PWDSOR 641+642

Back filling between median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408 (Between Divider)

Construction of 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

Planting of Trees (Khajoor Tree) and their maintainance for two year Planting of trees by the road side and median (Avenu trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/ sludge manure , planting the saplings, backfilling the tranch, watering, fixing the tree gurad and maintaining the plants for two year.(as per Specification no. 307 of MORTH)

Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre as per MORTH Specification 202

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

Thermoplastic marking of 300 mm wide and 15 mm height at 1000 mm apart (one set is of 6 strips) 15 mm height is acheaved thourh six application of thermoplastic , applied at an interval not less than 1 hour after the previous layer gets solidified alternetively. Made of mastic asphalt or any equivanlent mateial which would provide 15 mm high. (Repeated Bars)

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

Supply , fixing and eraction of built up Cantilever Structure 6 m span Comprising of one vertical posts of 6.00 m height made up of 300 mm NB heavy class MS Pipe as vertical member welded with 10 mm MS plate at top and 12 mm MS Plate at bottom, The Horizontal Truss shall comprise of 50 mm dia heavy class MS Pipe and 40 mm dia heavy MS Pipe as bracing and 10 mm MS plate at bottom for fixing to vertical post as per structure design and drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC foundation of size 90x90M of required depth as per site condition for built up structure including earth work in excavtion 100 mm thick lean concrete in 1:4:8 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 and shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant cluases of MORT&H specifications section 800 and IRC 67 2010 complete in all respects, the Rates shall include cost of design fabrication, supply transportation, local shifting erection of signage structure using crane, inclusive of all taxes royality. VAT etc all T&P machine, material and labour required for proper completion of work as per direction of Engineer in Charge.

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

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 .

Vijai Construction (India) Private Limited