WORK OF WIDENING AND STRENGTHENING OF F.B.A.N.K. ROAD (STATE HIGHWAY NO. 71) FROM CHAINAGE 88.400 TO 115.950 2 LANES WITH PAVED SHOULDER IN BANDA DISTRICT. (INC. 5 YEARS MAINTENANCE)

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 as per Morth Specification 201

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 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.(3000M Carted)

Earth work in trench cutting in proper camber according to required depth for laying garnular sub base including rolling with road roller upto required M.D.D., dressing, cost of labour, T&P and hire charges of machinery etc. complete work as per

Construction of Granular sub base by providing coarse graded material, mixing in a place method at O.M.C. carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibtatory power roller to achive 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.

Earth filling in patri in including rolling with road roller upto required M.D.D., dressing the surface to required level and slope & also including 1.50 m. lift and 30 m. lead, cost of labour, T&P and hire charges of machinery etc. complete work as per direction of Engineer-in-Charge.(local earth)

Earth filling in patri in including rolling with road roller upto required M.D.D., dressing the surface to required level and slope & also including 1.50 m. lift and 30 m. lead, cost of labour, T&P and hire charges of machinery etc. complete work as per direction of Engineer-in-Charge.(3000m carted earth)

Providing and applying Prime Coat with Emulsion SS-1 grade bitumen using emlusion pressure dristributor @ 0.75 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORT&H on wmm steblization as perClause 503

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.

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 as per Job Mix 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. 507 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 @ 4.5 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 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

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 binder as per job 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. 509 complete in all respects on DBM

Compaction of embankment at site from excavated material graded and compacted to meet requirement of table 300-2.

Construction of 2m Height RCR Retaining Wall & RCR Nala in abadi portion(as per Site Requirment) Earth work in excavation in trenches for foundation in ordnary soil including lift up to 1.5 m, lead upto 30 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charges with in a distance of

Providing and laying of sand including cost of material, labour, water charges and T&P etc. required for proper completion of work as per S.I. No. 255

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 MoRT&H Specification No. 2100 S.l No. 12.4)

Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work.

Cement concrete with 2cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

M.S. or Iron in plane work such as in reinforced concrete to required shaps as necessary including bending for completion of work and inlcuidng supply of tor steel its westage bend hooks and authoriesd over labpping shall be ineasued up to floor two level

Raised cement pointing with 1:2 cement, fine sand mortar including supply of all materials, labour and tools and plants etc. Required for proper completion of the work.

P/L of 100 mm. dia. A.C. pipe in weap hole.

Extension of Hume pipe Culvert Excavation in foundation in B.C soil including lift up to 15 meter and lead upto 30 m (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches.(S.I.No. 251)

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km from the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (S.I.No. 255)

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 MoRT&H Specification No. 2100 S.l No. 12.4)

S & Laying in the Hume pipe with collars in position with cement and sand mortar in 1:2 withsun including labour and T & P etc. required for proper completion of work as per direction of by the Engineer-in-charge N.P-3-Type (a) 600 mm dia

Providing and laying reinforced concrete pipe NP3 in single row for culverts on 'Type A' (Concrete cradle) bedding with M 15 grade cement concrete including fixing coller with cement mortar 1:2 but excuding excavation protrction work, backfilling, concrete and masonary works in head walls and parapets clause 1106 as per Data Book item No. 9.3 (B)

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

12mm thick plaster on brick work minimum thickness not less than 10mm with 1part of cement and 4 part of find sand of 1.25 fineness modulus. As per SI. No.-584

Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all materials, labour, tools and plants etc. required for proper completion of work.

Lettering painting of Culvert Nos. etc.

Construction of RCC Box Culverts 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 the excavation earth to the extent required and utilising the remaining earth locally for road work.

Sand filling in plinth including supply of necessary quantity of sand the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (S.I.No. 255)

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 in M25 sub-structure as per drawing and Technical Specification.

Furnishing and Placing Reinforced/ Prestressed cement concrete in M25 super-structure as per drawing and Technical Specification.

Furnishing and Placing Reinforced/ Prestressed cement concrete in M25 super-structure as per drawing and Technical Specification.

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

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M 20 GRADE

Providing and laying Flooring complete with Rubble stone laid in cement mortar( 1:3), as per drawing and Technical specifications laid over cement concert bedding.

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 PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Furnishind & fixing of Drainge Spouts or drainage pipe 100 mm dia in Bridge Deck as per specification

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Pressure relife pipe of 100 mm dia shall be provided in Raft area, 0.5x.0.5 m below pressure relife pipe shall be provided in the form of invert filter.

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.

Road Safety Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and free from streak and holes

Providing and laying of hot appiled thermoplastic compound 15.00 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and free from streak and holes Bar Strip in Abadi Portion

Supply and fixing of retroreflective high intensity informatory sign board/ cautionary sign board etc. As per MoRTH specification. Stop Sign Board

Supply and fixing of retroreflective high intensity informatory sign board/ cautionary sign board etc. As per MoRTH specification.(size0.6x0.6m)T Junction Sign Board

Supply and erection of direction and place identification retro reflctorised sign as per IRC 67 made of high intensity grade sheeting vede clause 801.30, fixed over aluminium sheeting, 2 mm. thick steel single angle iron post 75 x 75 x 6 mm. firmly fixed to the ground by means of properly designed fondation with M-15 grade cement concrete 45 x45 x 60 mm. 60 cm. below ground level as per approved drawing (informatry Borad of Size less than .9 SQM)

Supply and erection of direction and place identification retro reflctorised sign as per IRC 67 made of high intensity grade sheeting vede clause 801.30, fixed over aluminium sheeting, 2 mm. thick steel single angle iron post 75 x 75 x 6 mm. firmly fixed to the ground by means of properly designed fondation with M-15 grade cement concrete 45 x45 x 60 mm. 60 cm. below ground level as per approved drawing (informatry Borad of Size more than .9 SQM)

Supply and Fixing of 3M/Brand Makers Series 200 (Cat Eyes) body made of Polycarbonate with electronically welded prismatic retro reflective lance on both side for maximum retro reflection in wet & dry conditions with 3M bitumen adhesive B.T. 69. (without Shank)

Providing, Fixing & Hoisting complete in position of welded built up Structure of MS Pipe medium for Single Pipe Over Head Signage comprising of vertical posts 6 Mtr. Ht. from top of the R.C.C. foundation made of 300 mm. dia. Pipe (single pole) 10 mm. MS Plate at top & bottom for bearing & horizontal frame 32 mm. N.B. (M) main Pipes & 25 mm. N.B. (M) bracing except at junctions & comers as per drawing with one cat of steel primer & two coat of synthetic enamel paint including excavation lean concrete 1:4:8 with cement coarse and approved 20 mm. grit & R.C.C. 1:2:4 as per drawing enclosed.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick as per MORT&H specification.

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 57 (Excluding G.S.T.) Maintainance of Fifth Year (@1% of Total Work Amount of 1 to 57)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 57 (Excluding G.S.T.) Maintainance of Second Year (@0.25% of Total Work Amount of 1 to 57)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five

Year from the actual completion of work. Total of Work Amount 1 to 57 (Excluding G.S.T.) Maintainance of Third Year (@0.50% of Total Work Amount of 1 to 57)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 57 (Excluding G.S.T.) Maintainance of Fourth Year (@0.75% of Total Work Amount of 1 to 57)