JH-M-HAZ-02 / 2021-22

Amount

(1) Dari More to Sinuari (L - 4.000 Km)

Clearing and grubbing of road land including uprooting wild vegetation grass, bushes, shurbs, saplings and tress of girth upto 300 mm, removal of stumps of such tress cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification Clause 201

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 as per Technical Specification Clause 303.1 Free Lead

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 80-100 kN 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 Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.)

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per Technical specification clause 502 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and applying 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 as per Technical Specification Clause 503 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates 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 required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 (including carraige of all materials , all taxes, royalty etc, all complete job)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-30 (grade) coarse and fine aggregate confirming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene fil, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation, including provision of contraction and expansion, consturction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14 days, including use of curing compound where specified and water finishing to lines and grade as per drawing and technical specification clause 1501 (including carriage of all materials, all taxes, royalty etc. all complete job)

Kilometre Stone - Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) Ordinary Kilemetre stone (precast) - (350 x 250 x 1100mm)

Reinforced cement concrete M-15 grade wheel guard/F.I. post of standard design as per IRC 25 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)

Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25 x 25 x 5mm -do- -do- as per technicaal specification clause 1701and Annexure 1700.1

Earth work in excavation in foundation trenches in hard soil (vide classification of soil itemB) and disposal of excavated earth as obtained to a distance upto 50 M including 1.5 lift, levelling, ramming the foundation trenches, removing roots of tree shrubs all complete job as per direction and specification of E/I

Providing, supplying & labours charges for sand fillling and approved with materials within 150 M at work site and lift all complete job as per direction of E/I.

Providing, supplying & labours charges for pitching and soling with stone boulder duly packed in slope of road embankment and approved with materials within 150 M at work site and lift all complete job as per direction of E/I.

Plain/Reinforced cement concrete in substructure complete as per drawing and Technical Specifications (P.C.C. Grade M-15) (including carriage of materials, all taxes, royalty etc. compelte job)

Providing random rubble stone masonary in C.M. (1:4) in foundation and plinth with hamner dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, racking out joints to 20 mm depth curing, taxes and royalties all complete job as per specification and direction of E/I

Providing random rubble stone masonary in C.M. (1:4) in foundation and plinth with hamner dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, racking out joints to 20 mm depth curing, taxes and royalties all complete job as per specification and direction of E/I

Providing 15 mm thick Cement Plaster (1:4) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water including taxes and royalties all complete job as per building specification and direction of E/I.

Providing 1.5 mm thick neat Cement Punning including creening, curing with all leads and lifts of water including taxes and royalties all complete job as per building specification and direction of E/I.

Furnishing and placing Reinforced cement concrete in s/s as per drawing and Tecnnical Specification (P.C.C. Grade M-20 in Cover Slab)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing tuck pointing (1:3) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water including taxes and royalties all complete job as per building specification and direction of E/I.

(2) SH Hazaribag Tandwa to Arahara (L - 2.350 Km)

Clearing and grubbing of road land including uprooting wild vegetation grass, bushes, shurbs, saplings and tress of girth upto 300 mm, removal of stumps of such tress cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification Clause 201

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 as per Technical Specification Clause 303.1 Free Lead

Bituminous Macadam Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed ith bituminous binder, transported to site, laid over a previously epared surface with paver finisher to the required grade, level and lignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction)

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 80-100 kN 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 Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.)

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per Technical specification clause 502 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and applying 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 as per Technical Specification Clause 503 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates 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 required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 (including carraige of all materials , all taxes, royalty etc, all complete job)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-30 (grade) coarse and fine aggregate confirming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene fil, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation, including provision of contraction and expansion, consturction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14 days, including use of curing compound where specified and water finishing to lines and grade as per drawing and technical specification clause 1501 (including carriage of all materials, all taxes, royalty etc. all complete job)

Kilometre Stone - Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) Ordinary Kilemetre stone (precast) - (350 x 250 x 1100mm)

Reinforced cement concrete M-15 grade wheel guard/F.I. post of standard design as per IRC 25 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)

Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25 x 25 x 5mm -do- -do- as per technicaal specification clause 1701and Annexure 1700.1

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.

E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.

Plain cement concrete in open foundation complete as per drawing and Technical Specifications (P.C.C. Grade M-10 with nominal mix 1:3:6)

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonary in C.M. 1:4 in foundation in Drain & in Retaining Wall

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15 in Coping)

Pointing with cement mortar (1:3) on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204

Providing weep holes with day grades stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I.

(3) Badam to Pakaria Tola (L - 3.500 Km)

Clearing and grubbing of road land including uprooting wild vegetation grass, bushes, shurbs, saplings and tress of girth upto 300 mm, removal of stumps of such tress cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification Clause 201

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 as per Technical Specification Clause 303.1 Free Lead

Contruction of granular sub-base by providing well graded material spreading in unifrom layers with motor grader on propared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401.4 SOR 4 11 (i)

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 80-100 kN 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 Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.)

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per Technical specification clause 502 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and applying 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 as per Technical Specification Clause 503 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates 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 required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 (including carraige of all materials , all taxes, royalty etc, all complete job)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-30 (grade) coarse and fine aggregate confirming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene fil, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation, including provision of contraction and expansion, consturction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14 days, including use of curing compound where specified and water finishing to lines and grade as per drawing and technical specification clause 1501 (including carriage of all materials, all taxes, royalty etc. all complete job)

Kilometre Stone - Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) Ordinary Kilemetre stone (precast) - (350 x 250 x 1100mm)

Reinforced cement concrete M-15 grade wheel guard/F.I. post of standard design as per IRC 25 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)

Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25 x 25 x 5mm -do- -do- as per technicaal specification clause 1701and Annexure 1700.1

(4) Patrakala to Jamira (L - 3.000 Km)

Clearing and grubbing of road land including uprooting wild vegetation grass, bushes, shurbs, saplings and tress of girth upto 300 mm, removal of stumps of such tress cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification Clause 201

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 as per Technical Specification Clause 303.1 Free Lead

Bituminous Macadam Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed ith bituminous binder, transported to site, laid over a previously epared surface with paver finisher to the required grade, level and lignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction)

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 80-100 kN 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 Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.)

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per Technical specification clause 502 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and applying 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 as per Technical Specification Clause 503 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates 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 required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 (including carraige of all materials , all taxes, royalty etc, all complete job)

Kilometre Stone - Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) Ordinary Kilemetre stone (precast) - (350 x 250 x 1100mm)

Reinforced cement concrete M-15 grade wheel guard/F.I. post of standard design as per IRC 25 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)

Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25 x 25 x 5mm -do- -do- as per technicaal specification clause 1701and Annexure 1700.1

Earth work in excavation in foundation trenches in hard soil (vide classification of soil itemB) and disposal of excavated earth as obtained to a distance upto 50 M including 1.5 lift, levelling, ramming the foundation trenches, removing roots of tree shrubs all complete job as per direction and specification of E/I

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (P.C.C. Grade M-10)

Plain/Reinforced cement concrete in substructure complete as per drawing and Technical Specifications (P.C.C. Grade M-15) (including carriage of materials, all taxes, royalty etc. compelte job)

Providing random rubble stone masonary in C.M. (1:4) in foundation and plinth with hamner dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, racking out joints to 20 mm depth curing, taxes and royalties all complete job as per specification and direction of E/I

Providing tuck pointing (1:3) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water including taxes and royalties all complete job as per building specification and direction of E/I.

(5) P.W.D. Road Bukru to Pachra (L - 7.000 Km)

Clearing and grubbing of road land including uprooting wild vegetation grass, bushes, shurbs, saplings and tress of girth upto 300 mm, removal of stumps of such tress cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification Clause 201

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 as per Technical Specification Clause 303.1 Free Lead

Bituminous Macadam Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed ith bituminous binder, transported to site, laid over a previously epared surface with paver finisher to the required grade, level and lignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction)

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 80-100 kN 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 Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.)

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per Technical specification clause 502 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and applying 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 as per Technical Specification Clause 503 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates 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 required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 (including carraige of all materials , all taxes, royalty etc, all complete job)

Kilometre Stone - Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) Ordinary Kilemetre stone (precast) - (350 x 250 x 1100mm)

Reinforced cement concrete M-15 grade wheel guard/F.I. post of standard design as per IRC 25 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)

Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25 x 25 x 5mm -do- -do- as per technicaal specification clause 1701and Annexure 1700.1

Earth work in excavation in foundation trenches in hard soil (vide classification of soil itemB) and disposal of excavated earth as obtained to a distance upto 50 M including 1.5 lift, levelling, ramming the foundation trenches, removing roots of tree shrubs all complete job as per direction and specification of E/I

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (P.C.C. Grade M-10)

Plain/Reinforced cement concrete in substructure complete as per drawing and Technical Specifications (P.C.C. Grade M-15) (including carriage of materials, all taxes, royalty etc. compelte job)

Providing random rubble stone masonary in C.M. (1:4) in foundation and plinth with hamner dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, racking out joints to 20 mm depth curing, taxes and royalties all complete job as per specification and direction of E/I

Providing tuck pointing (1:3) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water including taxes and royalties all complete job as per building specification and direction of E/I.

Labour Cess @ 1%

M/S SANJAY KUMAR