Widening and Strengthening work of Chaubepur Bela Road Km. 1.000 to 14.000 (with 5 year maintenance).

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.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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.

Construction of embankment with approved material obtained from borrowpits with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet required 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. Only Compaction

Construction of granular sub-base by providing well graded material, 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 technical specification 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 with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Providing and laying dense graded bituminous macadam with higher capacity batch type 120 TPH HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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-I)(VG-40)

Providing and laying dense graded bituminous macadam with higher capacity batch type 120 TPH 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.(Grade-II)(VG-40)

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means.

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

Providing and laying Bituminous Concrete. with HMP producing an average output of 120 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 % 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 tandom roller to achieve the desired compaction as per MoRT&H Specification clause no 509 complete in all respects.(VG-40)

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 v ibration including curing for 14 days. complete as per Morth Item No 12.04-2100.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(For Drain)RCC Grade M20 complete as per Morth Item No 12.8C-Case II

Supplying, fitting and placing TMT steel reinforcement complete in sub-structure as per drawing and Technical Specification complete as per Morth Item No 13.7-1600&2200

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.complete as per Morth Item No 15.13-1600

Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. complete as per Morth Item No 12.05-1300

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(1000 mm Dia) complete as per Morth Item No 9.04-2900.

Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets(900 mm Dia) Complete as per Mord Item No-9.30-1100

Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets(600 mm Dia) Complete as per Mord Item No-9.30-1100

Pointing with Cement Mortar 1:3 on brick work in substructure as per Technical Specifications complete as per Morth Item No 13.02-1300&2200.

Plastering with Cement Mortar 1:3 on brick work in sub-structure as per Technical Specifications complete as per Morth Item No 13.03-1300&2200

Lettering and painting on parapet of culvert and KM stone etc including all complete as per Morth Item no 8.3-801. Complete as per direction of Engineer-in-charge.

PCC Grade M 20 using batching plant transit mixure & manual placing complete as per Morth Item No 15.11-1500,1700 & 2100.

RCC Grade M25 Using Batching Plant transit mixer & manual placing complete as per Morth Item No 15.11E-Case II

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 complete as per Morth Item No 15.14-2706&2200.

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per Morth Item No 8.8-803.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification complete as per Morth Item No 15.03-304

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 complete as per Morth Item No 16.01-2503.

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 complete as per Morth Item No 15.24-710.1.4 of IRC 78 & 2504.2

Thermoplstic Paint - Providing and Laying of hot applied 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 streaks and holes. Rates to be inclusive of all taxes, royalty, VAT etc. all T&P/machine, material and labour required for proper complition of work. In centre line, side line, stop line, Zebra line, etc.

Repeated Bars- Providing and Laying of hot applied 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 streaks and holes. Rates to be inclusive of all taxes, royalty, VAT etc. all T&P/machine, material and labour required for proper complition of work. In centre line, side line, stop line, Zebra line, etc.

Providing & fixing, km. stone, hectometre stone etc with complete Informetry sign. (KM Stone) complete as per Morth Item No 8.14-814 (ii).

Providing & fixing, km. stone, hectometre stone etc with complete Informetry sign. (Hectometer Stone) complete as per Morth Item No 8.14-814 (iii).

Providing & fixing, km. stone, hectometre stone etc with complete Informetry sign. (5 Km Stone) complete as per Morth Item No 8.14-814 (i).

Supply and fixing of welded builtup cantilever structure of 6 mtrs. Span comprising of one verticle post 6 M high made up of 300 mm N.B. (M) class MS pipe as vertical member welded with 10 mm MS plate at top and bottom for bearing and horizental frame comprising of 50 mm NB medium class main pipes and 40 mm class medium NB pipes bacing as per approved designed drawing with one coat of steel primer and two coats of synthetic enamel paints,(Including Trade Tax for work including cost of foundation work in 1:2:4 CC reinforced with approved design / drawing of the work and as per direction of Engineer Incharge .

Supply of fully Retro Reflective sign board made of 4 mm thick ACM sheet (Type 4 double side) face to be fully covered with high Intensity encapsulated lens long types as per colour required. The Retro reflective sheet shall be processed on base Aluminium will be provide with frame of 40 x 40 x 4 mm angle all around cross with proper clamping arranged of fix cantilever structure. The back of the aluminium sheet be powder coated.

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing),. Double Chewaron 155x60

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing),. 40x90 Hazard Two way object

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing),. Equilateral Triangular plate 90 cm

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing),. Intersection Ahead (90 cms Eqatriangle)Sl.No.17(i)

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing), Accident Prone Zone (80 x 60 cms) Sl.No.17(iv)

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing),. Maximum Speed Limit Signs (60 cms Circular) Sl.No.17(iii)

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing),. Speed Table Ahead (90 cms Eqatriangle) Sl.No.17(i

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing),. Zebra Crossing Ahead (90 cms Eqatriangle) Sl.No.17(i)

Part-B (Maintainance Charges) - 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. The first year maintainance will be under contractor's liability within basic construction cost after then every year will be pay for maintance. Amount taken on basis of percentage of all above item no 1 to 45. 1st Year - Maintainance charges @ 0.00%

Part-B (Maintainance Charges) - 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. The first year maintainance will be under contractor's liability within basic construction cost after then every year will be pay for maintance. Amount taken on basis of percentage of all above item no 1 to 45. 2nd Year - Maintainance charges @ 0.25%

Part-B (Maintainance Charges) - 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. The first year maintainance will be under contractor's liability within basic construction cost after then every year will be pay for maintance. Amount taken on basis of percentage of all above item no 1 to 45. 3rd Year - Maintainance charges @ 0.50%

Part-B (Maintainance Charges) - 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. The first year maintainance will be under contractor's liability within basic construction cost after then every year will be pay for maintance. Amount taken on basis of percentage of all above item no 1 to 45. 4rth Year - Maintainance charges @ 0.75%

Part-B (Maintainance Charges) - 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. The first year maintainance will be under contractor's liability within basic construction cost after then every year will be pay for maintance. Amount taken on basis of percentage of all above item no 1 to 45. 5th Year - Maintainance charges @ 1.00%

M/S R.R. ENTERPRISES (BID ID -5054457)