CONSTRUCTION OF 2 LANE ROB IN LIEU OF L/C No. 214 ON BAYANA-HINDOUN ROADS (SH-01) IN DISTT.BHARATPUR

Amount

SITE CLEARANCE & DISMANTLING

Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201By mechanical Means. In area of light jungle .

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202

Granular Courses

Bituminous courses

FOUNDATION

Bored cast-in-situ R.C.C. pile with design mix concrete using batching plant, transit mixer and concrete pump, excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. as per clause 1100, 1600 & 1700 of MoRT&H Specification including all material, labour and machinery. .1200 mm dia piles (excluding reinforcement)Concrete grade M-35 in R.C.C (Design mix).

Providing structural steel liner for curbs and steining for wells including fabricating and setting out as per detailed drawing as per MoRTH Specification : Section 1200 & 1900

Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) in static load method only

Initial and routine test for vertical load testing.

For lateral load testing of pile

Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 mete

Depth up to 3 mtr.

Depth 3 to 6 mtr.

If the pile cap rests on ground add for levelling course as per MoRTH Specification : 1100, 1500 & 1700

Reinforced cement concrete in pile cap R.C.C. grade M35 Design mix concrete complete at all levels with steel formwork etc. as per drawing and technical specification as per MoRTH Specification : 1100, 1500 & 1700

Providing and laying TMT Steel reinforcement at any level including cutting, binding, placing in position and binding complete in Bored/Cast-in-situ piles as per drawing and technical specification as per MoRTH Specification : Section : 1600

Sub-Structure:- Piers, Abutments and Bearings

R.C.C. M-35 grade, including formwork. Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump.Design mix concrete - (MORT&H specification: clause 1500(N) & 1700(N) Up to 5 meter height

R.C.C. M-35 grade, including formwork. Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump.Design mix concrete - (MORT&H specification: clause 1500(N) & 1700(N) For 5 m to 10 m height

R.C.C. M-40 grade, including formwork. Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump.Design mix concrete - (MORT&H specification: clause 1500(N) & 1700(N)For 5 m to 10 m height

Supplying, fitting & fixing in position true to line & level, POT-PTFE Bearing suitable for biaxial movement as per drawing & BS:5400 Sections 9.1 & 9.2 as per MoRTH Specification Section 2000

TMT Steel reinforecemnt in substructure complete as per MoRTH Specification : Section 1600

SUPER STRUCTURE

Structural Cement concrete upto a height of 5m for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification as per MoRTH Specification 1500 & 1700 M 35 grade T-beam and slab superstructure

Structural Cement concrete upto a height of 5m for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification as per MoRTH Specification 1500 & 1700. M 30 grade solid slab superstructure

Providing and laying TMT Steel reinforcement at any level including cutting, binding, placing in position and binding complete in Bored/Cast-in-situ piles as per drawing and technical specification as per MoRTH Specification : Section : 1600

Provision of an reinforced cement concrete crash barrier at the edges of the road, aproaches 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.

Providing and fixing hand rail over the crash barrier kerb consisting of MS base plate, embedded fasterner and nuts, MS vertical plates and pipes etc, as shown in the drawings and as per specifications and painting the same with 3 or more coats of paints. All the railling components as mentioned above to be hot dip galvanised with a zinc coating of at least 175 gm/sqm. Item to include all incidental works required to complete the work as directed by the Enginneer-in-charge.

Slab seal type of expansion joint complete as per drawing and technical specification including acceptance testing as specified, tobe installed under supervision of a specialist manufacturer as per MoRTH Specification 2600

Providing and applying tack coat with bitumen VG-10 on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 3 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112

Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500 - 18 for wearing course including loading of aggregate with F.E. Loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150 - 250 KN, TP = 0.7 MPa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -509,112) with all lead. 30-45 mm compacted thickness with 6% binder grading - 2 with all lead of mix material . With straight run bitumen grade 60/70

Providing and laying 25mm thick bitumen mastic wearing coat with bitumen of grade S 35 as per Table 500-27, 15% by weight on prepared base including the coarse aggregate as per table 500-29, and lime stone powder as filler, complete including tack coat as per MoRTH specification : clause 515

P&F on culverts/ bridges deck rain water spouts made of cast iron as per MoRTH specification complete.

Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.

PCC M-15 grade leveling course below approach slab complete as per drawing and MoRTH specifications clause 14.10.

Reinforced cement concrete approach slab (Grade M-30) including reinforcement and formwork complete as per drawing and MoRTH specifications section 1500, 1600, 1700, 2704.

Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurments shall be made inner to inner side of edge blocks)

Providing and laying of interlocking concrete block pavements having thickness 60mm as per drawing and technical specifications.Sand filling with compaction in wells complete as per drawing and technical specification as per MoRTH Specification : Section 1207

Providing and applying 2 coats of water based cement paint to unplaster concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 liter for 2 Sqm.

RCC RETAINING WALL IN APPROACHES

Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 mete.Depth up to 3 mtr.

Providing and laying Cement concrete P.C.C. grade M15 for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.

Providing and laying Cement concrete R.C.C. grade M35 for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.

Structural Cement concrete R.C.C.M35 grade for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete [MoRTH Specification : Clause 1500&1700]

Structural Cement concrete R.C.C.M35 grade for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.C

Providing and fabricating TMT steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600

Filter media behind abutment, wing wall and return wall, complete as per drawing and technical specification as per MoRTH Specification : Clause:2504

Providing A.C pipe Weep holes 150mm dia in Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205

APPROACHE ROAD

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead as per Technical Specification Clause 301.5

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 30.i)To achieve 100% Proctor density

Providing, laying, spreading and compacting crushed graded stone aggregate of as per table 400-10 and 400-11 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mixer as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/F.E. Loader/paver finisher in sub base / base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical means with all lead

Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112

Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112

Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader, heating of binder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] with 4.50 % Bitumen with all lead.with bitumen grade 60/70

Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500 - 18 for wearing course including loading of aggregate with F.E. Loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150 - 250 KN, TP = 0.7 MPa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -509,112) with all lead 30-45 mm compacted thickness with 6% binder grading - 2 with all lead of mix material a) With straight run bitumen grade 60/70

Structural Cement concrete upto a height of 5m for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification as per MoRTH Specification 1500 & 1700.M 30 grade solid slab superstructure

Providing and laying TMT Steel reinforcement at any level including cutting, binding, placing in position and binding complete in Bored/Cast-in-situ piles as per drawing and technical specification as per MoRTH Specification : Section : 1600

Provision of an reinforced cement concrete crash barrier at the edges of the road, aproaches 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.

Providing and fixing hand rail over the crash barrier kerb consisting of MS base plate, embedded fasterner and nuts, MS vertical plates and pipes etc, as shown in the drawings and as per specifications and painting the same with 3 or more coats of paints. All the railling components as mentioned above to be hot dip galvanised with a zinc coating of at least 175 gm/sqm. Item to include all incidental works required to complete the work as directed by the Enginneer-in-charge.

Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.

Providing and applying 2 coats of water based cement paint to unplaster concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 liter for 2 Sqm.

Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurments shall be made inner to inner side of edge blocks)Providing and laying of interlocking concrete block pavements having thickness 60mm as per drawing and technical specifications.

Sand filling with compaction in wells complete as per drawing and technical specification as per MoRTH Specification : Section 1207

Providing and fixing PVC pipe 100 mm dia in footpath for cable etc.

ELECTRIFICATION

Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp.

SERVICE ROAD/SLIP ROAD

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead as per Technical Specification Clause 301.5

Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 30.i)To achieve 100% Proctor density

Providing, laying, spreading and compacting crushed graded stone aggregate of as per table 400-10 and 400-11 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mixer as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/F.E. Loader/paver finisher in sub base / base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical means with all lead

Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112

Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112

Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader, heating of binder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] with 4.50 % Bitumen with all lead.with bitumen grade 60/70

Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500 - 18 for wearing course including loading of aggregate with F.E. Loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150 - 250 KN, TP = 0.7 MPa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -509,112) with all lead 30-45 mm compacted thickness with 6% binder grading - 2 with all lead of mix material a) With straight run bitumen grade 60/70

Providing and laying Cement concrete P.C.C. grade M15 for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.

DRAIN ALONG SERVICE ROAD

Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 mete.Depth up to 3 mtr.

Providing and laying Cement concrete P.C.C. grade M15 for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.

Providing and laying Cement concrete R.C.C. grade M35 for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.

Providing and fabricating TMT steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600

RAIN WATER HARVESTING (4 Nos.)

Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 mete. Depth up to 3 mtr.

Providing and laying Cement concrete P.C.C. grade M15 for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.

Providing and laying Cement concrete R.C.C. grade M35 for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.

Brick masonry work in cement mortar 1:3, with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300

Providing and fixing PVC pipe 100 mm dia in footpath for cable etc.

Providing 150mm dia cowl over 150mm dia PVC pipe at the top

Providing and placing in horizontal layers filtring media screened, washed and cleaned as described below.

Top layer: Filter media coarse sand 1.5 mm to 2 mm

Second layer: Filter media fine graded 2 mm to 4 mm

Third layer : Filter media course gravel 4 mm to 8 mm

Fourth layer : Filter media boulders 50 mm to 75 mm

Providing and fabricating TMT steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600

Supplying and fixing of gantry boards with vertical column of steel supported on base and gusset plate with nut & bolts and information board with specified letters and words size as per guide lines of IRC:67 & NH Norm’s on front & back side. The vertical column’s of height 6.50m on each side of 350NB & 8mm thick of 68.60 kg/m and horizontal member of truss 40mm x 3.2mm. NB weight 3.56 kg/m. The prismatic sight of 11.0m long and 1.0m width on back & front side and vertical column’s fixed in concrete foundation with Earthwork of 1.05m x 1.05m x 1.0m and P.C.C 0.15m thickness and R.C.C M-25 in two step’s of 1.50 x 1.50 x 0.45 including welding, painting and cranes transportation changes as directions of Engineer incharge.

STAIR CASE (4 Nos)

Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 mete.

Depth up to 3 mtr.

Depth 3 to 6 mtr.

Providing and laying Cement concrete P.C.C. grade M15 for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.

Providing and laying Cement concrete R.C.C. grade M35 for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.

Providing and fixing Mild steel railing, galvanised or painted, complete as per drawing and technical specification as per MoRTH Specification : 1900 & 2703

Construction of precast concrete tiles of size 300x300x20 mm in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel. (Non BSR Item)

Providing and fixing Wrought iron and Mild steel welded work (using flats, square bars,tees and channel grills, grating) frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts, complete,fixed

Providing and fabricating TMT steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600

DIVERSION

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead as per Technical Specification Clause 301.5

Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 30.i)To achieve 100% Proctor density

Providing, laying, spreading and compacting crushed graded stone aggregate of as per table 400-10 and 400-11 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mixer as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/F.E. Loader/paver finisher in sub base / base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical means with all lead

Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112

Providing and laying open graded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping compound, wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8 - 10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all lead.In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader.b) with bitumen grade 60/70

Providing and applying liquid seal coat type “A” comprising of thin application of fine aggregate of 6.7 mm size ( 0.09 cum per 10sqm ) premix with bitumin binder @ 9.8 Kg/ 10Sqm. (including cost of anti-stripping compound, wherever required ) laying and rolling with power roller 8-10 tonne including all lead of mix material using hot mix plant and paver finisher, as per specification. with all lead.b) with bitumen grade 60/70

M/S SHIV ENTERPRISES

M/s Rameshwar Prasad Sharma