Metalling and Tarring on road from Nagwain to Manikaran Chowk portion 242-00 to 272-00 and Nagwain Bazar Total length 28.690kilometers

Amount

Excavation in soil in hilly areas by mechanical / manual means in all heights and depths, in all kinds of soil including ordinary rock, hard rock (requring blasting), hard rock (blasting prohibited ) marshy soil and their intermediate classification including dewatering wherever required, setting out to the required lines, grades, side slopes,width,camber,superelevation and levels as shown on the drawings as directed by Engineer in charge at site according to technical specifications clause 1603.1 and 1603.2 and sorting out useful/unuseful materials and stacking the same in all leads and lifts and transportation of the unuseful materials for filling in road ways, embankments for grade, improvements and leveling to the required grade and then disposing of surplus excavated earth in acquired width of roads or on approved dumping sites through all modes of transportation including head load, animal load or mechanical means along with its leveling, fine dressing and including all labour, machineries, materials, tools, equipments and safety measures and incidentals necessary to complete the work by all means( If any required) . Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all respect including all leads and lifts of materials as per direction of Engineer-in-charge.

Earth work in excavation for structure in all heights and depths in all kinds of soil including saturated soil comprising of soil pick, jumper, blasting work, both insoft and hard rock with chiseling/wedging out of rock( where blasting is prohibited) and their intermediate classification of soil. If water is met in the spring seepage rain and other causes it shall be removed by suitable diversion, pumping and bailing out and the excavation shall be kept dry wherever so required by the contractor at his own cost , including dressing of slopes and beds setting out confirming to required lines, grades , side slopes as shown in the drawing and direction of Engineer-in-charge and transportation soil to road way and then disposing of surplus excavated earth in required width of road or on approved dumping sites including its stacking leveling and dressing in all leads and lifts through all modes of transportation including head load animal load or mechanical means or other incidentals to complete the work as per technical specifications clause 305.1. All useful materials, such as stone shingles agg. and slates shall be sorted out and stacked along road sides to the maximum possible extent in all leads and lifts through all modes of transport . Any loss to the public and private property during the course of execution of disposal of serviceable and un-serviceable materials which shall be absolute responsibility of the contractor shall have to be duly compensated by him in all respect. Construction of shoring and barcing removal of slumps and other delterious material and back filling in trenches with executed suitable material

Providing concrete for plain reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 and 1203 PCC Grade M-10 (M-ten) using graded crushed stone aggregate 40 mm (forty milimetre) nominal size and curing complete and form work complete including hauling/carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts to the entire satisfaction and as per the directions of Engineer-in-charge.

Providing and laying Plain/rainforced cement concrete in foundation in any height / depth as per drawings and technical specification clause1401.4 in R.C.C grade M-25 (M-twenty five ) mechanically mixed and vibrated and curing complete including the cost of form work and hauling / carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.

Coursed rubble stone masonry (2nd sort) in cement mortar 1:5 (one cement: five sand ) in foundation and sub structure complete as per drawing and technical specification clause702,704,1202 and 1206 complete and including hauling/carriage of all labour, equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction and as per the directions of Engineer-in-charge.

Back filling with granular materials behind abutment, wing walls and return walls complete as per drawing and technical specification clause 1206.3 and including hauling/carriage of all labour, equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction and as per the directions of Engineer-in-charge.

Providing and laying reinforced cement concrete pipe 900 mm (nine hundred milimetre) dia NP 3 (three) prestressed concrete pipe for culverts on Ist class bedding of granular material in single row including fixing collar with cement mortar 1:2 ( One cement : 2 sand ) but excluding excavation protection work and back filling concrete and masonry work in head wall and parapets clause 1101 including hauling/ carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts to the entire satisfaction and as per the directions of Engineer-in-charge.

Providing and laying dry rubble flooring in cement mortor 1:3 (one cement: three sand) complete as per drawing and technical specifications Clause 1303 including hauling/carriage of all labour, equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction and as per the directions of Engineer-in-charge.

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm (hundred milimetre )dia PVC pipe extending through the full with of the structures with slop of 1(v):20 (twenty) (H) towards drawing face complete as per drawing and technical specification clauses 2706 & 2200 including hauling/carriage of all labour, equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction and as per the directions of Engineer-in-charge.

Supplying fitting and placing in position HYSD bar reinforcement, in sub structure including cost of binding wire in super structure complete as per drawing and technical specification clause 1002,1010 and 1202 including hauling/carriage of al labour equipments and materials to various location through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg (Zero point two five to zero point three zero Kelogramme ) per square metre on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per technical specification clause 503. including hauling/ carriage of all labour equipment and materials to various location through all modes of transportation in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.

providing and laying dense graded bituminous macadam 50 mm (fifty milimetre) thick with 100-120 (hundred - one hundred twenty )TPH batch type HMP (hot mix plant) producing an everage output of 75 (seventy five) tonne per hour using crushed aggregate of specified grading , Premixed with bituminous binder VG-10 ( thirty ) @ 4.0 to 4.5 (four point zero to four point five) percent 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 tendem rollers to achieve the desired compection as per technical specification clause No 501.6,501.7 complete including hauling/carriage of all labour equipments and materials to various location through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

Providing and laying bituminous concrete 30 mm (thirty milimetre) thick with 100-120 (hundred - one hundred twenty ) TPH batch type hot mix plant producing an average output of 75 ( seventy five) tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-10 )(VG ten) @ 5.4 to 5.6 ( five point four to five point six) percent 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. 509 complete in all respects including hauling carriage of all labour and equipments and material to various locations through all modes of transports by mechanical mean with in all leads and lifts of material complete as per entire satisfaction & direction of Engineer-in-Charge.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 within any lead as per Technical Specification Clause 303.1.complete in all respects including hauling /carriage of all labour and equipments and material to various locations through all modes of transports by mechanical mean with in all leads and lifts of material complete as per entire satisfaction & direction of Engineer-in-Charge.

Construction of hill side drain with P.C.C.M-10 (M-ten) in accordance with the requirement of specification true to line and grade . Dimension and other particular as per drawing and technical specification clause 1606.1 including hauling / carriage of all labour and equipments and material to various locations through all modes of transports by mechanical mean with in all leads and lifts of material complete as per entire satisfaction & direction of Engineer-in-Charge. .

Providing and fixing pavement marker ( Cat eyes ) made out of ABS plastics of size 128x110x29.5 mm ( one hundred twenty eight into one hundred ten into twenty nine point five milimetre) without nail having 50 mm(fifty milimetre) stem of ABS . The pavement market shall be installed with epoxy Abs including hauling carriage of all labour and equipments and material to various locations through all modes of transports by mechanical mean with in all leads and lifts of material complete as per entire satisfaction & direction of Engineer-in-Charge. .

Supplying and installation of delineators (road way indicators, hazard markers, object markers 80- 100 cm (eighty -hundred centimetre) hight above ground level , painted black & white in 15 cm wide (fifteen centimetre ) stips ,fitted with 80*100 mm (eighty x one hundred milimetre) rectangular or 75 mm (seventy five milimetre) dia circutar reflectorised panels at the top, buried or pressed into the ground and conforming to IRC -79 and the drawings complete including hauling /carriage of all labour equipments and materials to various location through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-In-Charge.

Providing and laying of hot applied thermoplastic compund 2.5 mm (two point five milimetre) thick including reflectorising glass beads @ 250 (two hundred fifty) gms (grames) per sqm (square metre) area, thickness of 2.5 mm (two point five milimetre) is exclusive of surface applied glass beads as per IRC:35. The finished surfce to be level, uniform and free from streaks and holes. including haulage/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.

Providing and fixing ordinary kilometer stone precast in Reinforced cement concrete M -15 (M-fifteen) mechnically mixed of standard design as per IRC:8 fixing in position including painting and printing etcetera as per drawing and technical specification clause 1703 including hauling/ carriage of labour equipment and materials to various location through all modes of transportation in all leads and lifts to the entire satisfaction as per direction of Engineer-in-Charges.

Providing and fixing in position 200 metre stone precast in reinforced cement concrete M-15 (M-fifteen) mechanically mixed of standard design as per Indian Road Congress-8 (eight) fixing in position including painting and printing etc. as per drawing and technical specification clause 1703 including hauling /carriage of all labour equipments and materials to various location through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-In-Charge.

Providing and fixing in position fifth kilometre stone precast in reinforced cement concrete M-15 (M-fifteen) mechanically mixed of standard design as per Indian Road Congress-8 (eight) fixing in position including painting and printing etc. as per drawing and technical specification clause 1703 including hauling /carriage of all labour equipments and materials to various location through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-In-Charge.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to ground by means of properly designed foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawing and technical specification clause 801, 900 mm (nine hundred milimetre) equilateral & triangle board including hauling/ carriage of all labour equipement and materials to various location through.with in all leads and lift of materials and as per direction of Engineer-in-Charge.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to ground by means of properly designed foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawing and technical specification clause 801, 600 mm (six hundred milimetre) equilateral & triangle board including hauling/ carriage of all labour equipement and materials to various location through.with in all leads and lift of materials and as per direction of Engineer-in-Charge.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to ground by means of properly designed foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawing and technical specification clause 801, 600 mm (six hundred milimetre) circular board including hauling/ carriage of all labour equipement and materials to various location through.with in all leads and lift of materials and as per direction of Engineer-in-Charge.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to ground by means of properly designed foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawing and technical specification clause 801, 800 mm* 600 mm (eight hundred milmetre into six hundred milimetre) rectangular board including hauling/ carriage of all labour equipement and materials to various location through.with in all leads and lift of materials and as per direction of Engineer-in-Charge.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to ground by means of properly designed foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawing and technical specification clause 801,. 600 mm* 450 mm(six hundred milimetre into four hundred fifty milimetre) rectangular board including hauling/ carriage of all labour equipement and materials to various location through.with in all leads and lift of materials and as per direction of Engineer-in-Charge.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to ground by means of properly designed foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawing and technical specification clause 801, 600 mm* 600 mm(six hundred milimetre into six hundred milimetre) square board including hauling/ carriage of all labour equipement and materials to various location through.with in all leads and lift of materials and as per direction of Engineer-in-Charge.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to ground by means of properly designed foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawing and technical specification clause 801, 900 mm (nine hundred milimetre) octagon board including hauling/ carriage of all labour equipement and materials to various location through.with in all leads and lift of materials and as per direction of Engineer-in-Charge.

Providing and erecting direction and place identification retro-reflectorised sign board as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm (two milimetre) thick with area not exceeding 0.9 sqm (zero point nine square metre) supported on a mild steel single angle iron post 75 x75 x 6 mm (seventy five into seventy five into six milimetre) firmly fixed to the ground by means of properly designed foundation with M-15 (M- fifteen)grade cement concrete 450 x 450 x 600 mm, (four hundre fiftty five into four hundre fiftty five into six hundred milimetre) 600 mm (six hundred milimetre) below ground level as per approved drawing and Technical Specification Clause 1701, including hauling/ carriage of all labour equipement and materials to various location through.with in all leads and lift of materials and as per direction of Engineer-in-Charge.

Ashadeep Construction Pvt Ltd