Providing and Laying of Renewal Coat/macadamisation on road from A. Km1st RD 600 Chitrigam Kashew road- Hafkuri Package no. JK10-99 Length 3.10 Km B. Naserpora-Mukam-i-Dunaroo Package no. JK10-114 Length 2.50 Km C. Chitrigam-Kashew Package no. JK10-1

Amount

A. Km1st RD 600 Chitrigam Kashew road- Hafkuri

Pavement Part

Scarifying the existing bituminoous road surface to a depth upto 50 mm by mechanical means & disposal of scarified material with a lift up to 3m.& lead up to 1000m as per technical specification clause 301 .4

Water Mix Macadam (WMM)Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Tack Coat: Providing and Laying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 Kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom ar per technical specification clause 503. including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Bituminous Macadam :- P/L Bituminous Macadam with Hot mix plant using crushed aggregate of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the rquired grade, level and alignment and rolled to achieve the desired compaction as per technical specification clause 504. including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

25mm thick SDBC :- Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in- Charge. 25 mm compacted thickness with bitumen of grade VG-10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A ,Type B and Type C as per Technical Specification Clause 510.specification 1995) By Mechanical Means Type B Bitumen (S-90) including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured

Shoulders :- Development of shoulders using naturally occuring granular material/Khak Bajri including spreading in uniform thickness, rolling with smooth wheel roller 80-100 KN in stages to proper grade, watering and compacting to the required density including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured

Construction of unlined surface drain of average cross sectional area 0.4 sqm to specified lines, grades,levels and dimensions Excavated material to be used in embankment with a lift upto 3m and lead of 50m (average lead 25 m) .as per technical specificaions clause 307. (in soil) Mechanical means. ( finished work to be measured)

Cement Concrete Drain (215 m)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom ordinary soil.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6) including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Providing concrete for plain/reinforced concrete in sub structure as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 [ P.C.C. grade M 20, Nominal mix (1:2:4)] Flooring including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Providing and laying of Kitchen water disposal pipes in built up areas at required spots incl. earth work excavation and laying of pipes in required slope, jointing / testing of pipes incl. providing necessary cushion to the pipes including all material and labour (200 MM DIA 6MM THICK) including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

B. Naserpora-Mukam-i-Dunaroo

Pavement Part

Scarifying the existing bituminoous road surface to a depth upto 50 mm by mechanical means & disposal of scarified material with a lift up to 3m.& lead up to 1000m as per technical specification clause 301 .4

WBM Grading 3 :-Providing , laying , spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specificatoin Clause 405. including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Tack Coat: Providing and Laying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 Kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom ar per technical specification clause 503. including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

25mm thick SDBC :- Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in- Charge. 25 mm compacted thickness with bitumen of grade VG-10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A ,Type B and Type C as per Technical Specification Clause 510.specification 1995) By Mechanical Means Type B Bitumen (S-90) including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured

Shoulders :- Development of shoulders using naturally occuring granular material/Khak Bajri including spreading in uniform thickness, rolling with smooth wheel roller 80-100 KN in stages to proper grade, watering and compacting to the required density including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured

Construction of unlined surface drain of average cross sectional area 0.4 sqm to specified lines, grades,levels and dimensions Excavated material to be used in embankment with a lift upto 3m and lead of 50m (average lead 25 m) .as per technical specificaions clause 307. (in soil) Mechanical means. ( finished work to be measured)

Cement Concrete Drain (200 m)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom ordinary soil.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6) including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Providing concrete for plain/reinforced concrete in sub structure as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 [ P.C.C. grade M 20, Nominal mix (1:2:4)] Flooring including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Providing and laying of Kitchen water disposal pipes in built up areas at required spots incl. earth work excavation and laying of pipes in required slope, jointing / testing of pipes incl. providing necessary cushion to the pipes including all material and labour (200 MM DIA 6MM THICK) including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

C. Chitrigam-Kashew

Pavement Part

Scarifying the existing bituminoous road surface to a depth upto 50 mm by mechanical means & disposal of scarified material with a lift up to 3m.& lead up to 1000m as per technical specification clause 301 .4

Water Mix Macadam (WMM)Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Tack Coat: Providing and Laying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 Kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom ar per technical specification clause 503. including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Bituminous Macadam :- P/L Bituminous Macadam with Hot mix plant using crushed aggregate of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the rquired grade, level and alignment and rolled to achieve the desired compaction as per technical specification clause 504. including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

25mm thick SDBC :- Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in- Charge. 25 mm compacted thickness with bitumen of grade VG-10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A ,Type B and Type C as per Technical Specification Clause 510.specification 1995) By Mechanical Means Type B Bitumen (S-90) including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured

Shoulders :- Development of shoulders using naturally occuring granular material/Khak Bajri including spreading in uniform thickness, rolling with smooth wheel roller 80-100 KN in stages to proper grade, watering and compacting to the required density including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured

Construction of unlined surface drain of average cross sectional area 0.4 sqm to specified lines, grades,levels and dimensions Excavated material to be used in embankment with a lift upto 3m and lead of 50m (average lead 25 m) .as per technical specificaions clause 307. (in soil) Mechanical means. ( finished work to be measured)

Cement Concrete Drain (200 m)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom ordinary soil.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6) including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Providing concrete for plain/reinforced concrete in sub structure as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Providing weepholes in 100 mm dia Pvc pipes/ brick masonry / stone masonry ,plain / reinforced concrete abutments ,wing wall ,return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V) :20(H) towards drawing face complete as per drawings & technical specification Clause 614,709,1204.3.7. including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Maintenance for Five Years

1st Year

2nd Year

3rd Year

4th Year

5th Year

The Contractor has to quote the rates for Construction part without GST and GST @12% shall be added at the time of Allotment.

M/S S l Road COnstruction