Widening and Up gradadtion of Barotiwala Mandhala Parwanoo road in km 18/690 to 26/130

Amount

Excavation in earth work in Hilly Area all heights and depths in all kind of soil including saturated soil comprising of mixed soil ,ordinary rock and hard rock.All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damages to hill side,water polution etc and to protect stabuility of hill side. Rock shall be excavated with chieseling and wedging out rock(, where blasting is prohibited). All earth work in cutting/ excavation including rock excavation shall be carried out true to lines, grades, side slopes, width, camber super elevations and levels as shown on the drawing or as directed by the Engineer-in- Charge, in confirming with the requirement of technical specification of rural road August-2004 and clause 16.2 of general conditions for contract to achieve desined formation width including hauling and stacking of material Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable cut materials in specified manners, trimming, filling of unevenness blindages and finishing of the road to specified dimensions as directed by the Engineer-in-Charge for smooth riding.Including all leads lifts.The recovery for stones weather usefull or not for 9225.59 cubic meter)@ Rs.170/- Only (Rupees One Hundred Seventy )per cubic meter shall be effected on pro rata basis in all circumstances. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.

Construction of sub-grade and 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. including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

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. including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction. Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

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.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure 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.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Cement Concrete Grade M-10

Cement Concrete Grade M-15 & m-20

Brick work in cement mortar

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Scarifying the existing granular road surface to a depth of 150 mm and disposal of scarified material within all lifts and leads upto 1000 metres.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Construction of Granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 as per drawing and technical specification clause No. 401 of MORT&H Specifications 2013.Table 400 - 1, Grading - 1 -200MM Thick.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) 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.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Providing and applying Primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per technical specification clause No. 502 of MORT&H Specifications 2013.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical specification clause 503 of MORT&H Specifications 2013. Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Providing and laying Dense graded bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ Min.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 MORT&H specification clause No. 505 complete in all respects of MORT&H Specifications 2013.-50 mm thickIncluding carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Providing and laying Bituminous concrete with 60-90 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 @ Min 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 MORT&H specification clause No. 507 complete in all respects of MORT&H Specifications 2013.-30 mm thick.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Earthwork in excavation for structures as per drawing and technical specification for Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1(One six zero six point one) as per direction of Engineer in Charge and as per MORD specification including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges. all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side, water pollutions etc., and to protect stability of hill side rock shall be executed with chiseling wedging out rock, (where blasting is prohibited). Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable cut materials in specified manners, trimming, filling of unevenness blindages and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Plain/Reinforced Cement Concrete PCC M-15 in sub structure complete as per Drawing and Technical Specifications.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Plain/Reinforced Cement Concrete PCC M-20 ( 40 mm) in sub structure complete as per Drawing and Technical Specifications.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Plain/Reinforced Cement Concrete RCC M-20 (20 mm) in sub structure complete as per Drawing and Technical Specifications.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Plain/Reinforced Cement Concrete RCC M-25 in super structure complete as per Drawing and Technical Specifications.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Plain/Reinforced Cement Concrete PCC M-30 in super structure complete as per Drawing and Technical Specifications.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Laying Reinforced cement concrete pipe NP-3/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.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Painting of parapet walls by two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Drainage spouts complete as per drawing and technical specification as per clause of MORT&H specifications.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Providing & laying filter media behind retaining, wing wall and Breast wall complete as per drawing and Technical Specification.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

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.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

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.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 100 mm as per drawing and Technical Specification.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

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 supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

90 cm equilateral triangle

60 cm equilateral triangle

60 cm circular

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade 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.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

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.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

5th kilometre stone (precast)

Ordinary kilometer stone (precast)

Hectometer stone (precast)

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Providing & fixing Road Cat Eyes complete as per drawing and technical specification clause 805 of MORT&H Specifications 2013 and direction of the Engineer.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Cat Eyes - ABS Plastic Type confirming to IRC /ASTM code of make 3M or Averydension.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Providing and erecting overhead signs cantilever 6 m wide with a corrosion resistant 2 mm thick aluminium alloy sheet with high intensity grade retro-reflective sheeting of encapsulated lens type with vertical and lateral clearance given in clauses 802.2 and 802.3of MORT&H Specifications 2013 and install.Including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts including all incidental charges.

Asphalt Carpet Construction Company

Atul Sharma

lrc builders privated ltd

P K Construction Shimla Pvt Ltd