CONSTRUCTON OF 2 LANE ALTANRNATIVE ROUTE FROM LD ROAD TO MAA VINDHYAVASINI RAJYA VISHWA VIDYALAY DEWARIKALA MARIHAN MIRZAPUR

(A) For Road Work :- 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.MORT&H Specification clause 201 including all cost of material ,taxes ,labour ,t&p etc as per direction of engineer in chrage

Supply & fixing of Boundry Piller Both side of Road as per Direction of Engineer in charge Sr No. 8.16 MORTH Specification No. 806.

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. MORT&H Specification clause 305 including all cost of material ,taxes ,labour ,t&p etc as per direction of engineer in chrage

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, upto 2 Km Cartage transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 MORT&H Specification clause.305 including all cost of material ,taxes ,labour ,t&p etc as per direction of engineer in chrage

Construction of granular sub-base by providing coarse graded material grade-I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per no 4.1B and MORT&H Specification clause 401..including all taxes,labour ,matiral,t&p etc.as per direction of engineer in chrage

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.[WMM] sr no 4.14 MORTH Specification 406 A ..including all taxes,labour ,matiral,t&p etc .as per direction of engineer in chrage

Providing and applying primer coat with SS2 grade 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 means. Sr no 5.10 morth specificatoin no 502 A .including all taxes,labour ,matiral, t&p etc.as per direction of engineer in chrage

Providing and applying Tack coat with bitumen Pressure distributor at the rate of 0.25 kg per sqm with Bitumen VG-10 on the prepared granular /bituminous surface cleaned with mechanical broom befor DBM sr no 5.2 morth specification 503(i) A.including all taxes,labour ,matiral,t&p etc .as per direction of engineer in chrage

Providing and laying dense graded 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 V.G. 30 @ 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. Grade II sr no5.4 MoRTH specification 505 B ..including all taxes,labour ,t&p etc as per direction of engineer in chrage

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binderVG30 @ 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 sr no 5.5 MORTH specification clause No. 507 B complete in all respects Grade II .including all taxes,labour ,matiral, t&p etc as per direction of engineer in chrage.

Construction of Ptari with ordinary soil obtained from road side with all lifts and spreading, grading to required slope and compacting to meet requirement of table 300-2.upto 2 Km Cartage.sr no 3.16 MORTH specification no 507 B complete in all respects .including all taxes,labour ,matiral, t&p etc as per direction of engineer in chrage.

Supply and fixing of rubber moulded Interlocking Concrete Blocks in Pavement having thickness 80 mm as per drawing and Technical specification clause 1504 complete in all respects .including all taxes,labour ,matiral, t&p etc as per direction of engineer in chrage.

(B) For Culvert & Drain Work :- 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 sr no 9.01 MORTH specification clause No.304 B complete in all respects .including all taxes,labour ,matiral, t&p etc as per direction of engineer in chrage.

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 sr no 9.01 MORTH specification clause No.304 B complete in all respects .including all taxes,labour ,matiral, t&p etc as per direction of engineer in chrage.( in Ordinary earth For Drain)

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. as per sr no 9.4 MORTH specification clause No. 2100 complete in all respects .including all taxes,labour ,matiral, t&p etc as per direction of engineer in chrage.( For Culvert & Drain Work )

Stone Masonry Work in Cement Mortar 1:3 in Foundation & Super Structure complete as per Drawing and Technical Specifications. as per sr no 9.7 MORTH specification clause No. 1400, 1405.4 (A) complete in all respects .including all taxes,labour ,matiral, t&p etc as per direction of engineer in chrage.( For Culvert & Drain Work )

Laying Reinforced cement concrete pipe NP3/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 dia complete in all respects .including all taxes,labour ,matiral, t&p etc as per direction of engineer in chrage .( For Culvert Work )

Laying Reinforced cement concrete pipe NP3/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 dia complete in all respects .including all taxes,labour ,matiral, t&p etc as per direction of engineer in chrage.( For Culvert Work )

Laying Reinforced cement concrete pipe NP3/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 . 1000 mm dia complete in all respects .including all taxes,labour ,matiral, t&p etc as per direction of engineer in chrage.( For Culvert Work )

Providing Sand Filling in bed & Foundation .( For Culvert Work )

Granular [GSB Material ] Filling below the raft inluding cost of material, its carriage up to site,loading and unloading laying in bed compactingincluding all labour, T&P etc required for propper completion of the work. ( For Culvert Work )

Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications.RCC Grade- M-25 of cement coarse sand FM 2.5 and stone aggregate 20mm . as per sr no 9.14 MORTH specification clause No.1500,1700&2100 case II For Culvert complete in all respects .including all taxes,labour ,matiral, t&p etc as per direction of engineer in chrage.( For Culvert Work )

Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications.RCC Grade- M-25 of cement coarse sand FM 2.5 and stone aggregate 20mm . as per sr no 9.14 MORTH specification clause No.1500,1700&2100 case I For Drain complete in all respects .including all taxes,labour ,matiral, t&p etc as per direction of engineer in chrage.( For Drain Work )

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. as per sr no 9.16 MORTH specification clause No.1600 complete in all respects .including all taxes,labour ,matiral, t&p etc as per direction of engineer in chrage.( For Culvert Work )

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm die AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foci. Complete as per drawing and Technical Specifications as per sr no9.17 MORTH specification clause No. 2706&2200 complete in all respects .including all taxes,labour ,matiral, t&p etc as per direction of engineer in chrage. ( For Culvert Work )

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification MORTH specification clause No.710.1.4.of IRC:78 & 2200 complete in all respects .including all taxes,labour ,matiral, t&p etc as per direction of engineer in chrage. ( For Culvert Work )

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. MORT&H Specification 2503 complete in all respects .including all taxes,labour ,matiral, t&p etc as per direction of engineer in chrage. For Culvert

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. as per sr no13.10 MORTH specification clause No710.1.4 of IRC:78&2200 complete in all respects .including all taxes,labour ,matiral, t&p etc as per direction of engineer in chrage. ( For Culvert Work )

STRAFFIC SIGNS - ROAD DIRECTION BOARD- 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.including all taxes,labour ,matiral, t&p etc as per direction of engineer in chrage.

Molded shank Raised Pavment marker (Molderd shank Cats Eyes) Supplying and fixing of molded shank Raised pavement markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 Kg tested in accordance to ASTM D 4280 type H and complying to specifactions of category A of MORTH circular No RW/NH/33023/10-97- DO III Dt. 11-06-1997. The height width and length shall not exceed 50mm , 100mm and 100mm with minimum reflective area of 16 sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the intergrated cylindircal shanks (of disameter not less than 19 +/-2mm and height not less than 30+/-2mm) from the body is to be a minimum value of 700 kgf. fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacture's recommendation and complete as direction by the Engineer-in-charge.

Providing and laying of hot applied thermo plastic compound 2.5mm thick including reflect rising glass beads @ 250 gram per sqm area thickness 2.5mm is ……………etc glass beads as per IRC 35 SI no-1

Supply of cantilever structure 6m height made of MS Pipe 300mm dia 6m long having both side 10mm thick MS base plate along with on top side structure 6m long made of 40mm and 32mm dia MS pipe complete with RCC foundation 1:2:4 filling at site as per direction of engineer in charge.

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