Construction of Parmanent Restoration of CD work of Various Roads in PWD Division Tonk Package No. RJ-32-01/2025-26

Part '1' : Construction of RCC Slab Culvert on Molaipura to Solangpura Road

PART- A : Slab Culvert 1x6.00 mtr

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

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 m as per MoRTH Specification Clause 202. By Mechanical Means Cement Concrete

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 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre Depth above 3 metre & upto 6 metre

ProvidingandlayingCementconcreteforplain/reinforcedconcreteinopenfoundationasperdrawingandtechnicalspecificationasperMoRTHSpecification:Section1500,1700&2100includingform work at any level. P.C.C. grade M15

Structural Cement concrete for reinforced concrete in super structure at any level complete including steel formwork,scaffolding etc. as per drawing and technical specification as per Design mix MoRTH Specification1500 & 1700. M 30 grade solid slab superstructure

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and MoRTH specifications Clause 2604

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRTH specifications Clauses 1700 and 2704 Nominal mix (1:2.5:5)

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications Clauses 1700 and 2704

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

Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6 Granular material

Drainage spouts complete as per drawing and MoRTH specifications Clause 2705

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 upto 50 m as per MoRTH Specification Clause 305.3

Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material

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 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with all lead

Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately).

Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification.

PART- B : Box Culvert

Earth work in excavation for foundation of structure complete with all lift,dewatering,shoring and shuttering etc. including refilling of trenches in 250mm layers,ramming,watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre Depth upto 3 metre

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause1702,1703,2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and MoRTH specificationsClause1702,1703,2102 & 2104 R.C.C grade M 20

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102

Providing and laying Precastre in forced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200 mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT/NIT/Government Engineer College complete in all respect as per specifications Size 1.0 M x 1.00 M

Part '2' : Construction of Box Culvert on Chironj-Mandawar Road to Hathona

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02cum in volume and stockpiling at design at ed locations and disposal of dismantled materials upto alead of 1000m,stacking service able and unservice able materials separately

Providing laying spreading and compacting specified graded sand, gravel (crushed stone)as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant,carriage of mixed material spreading in uniform layers with motorgrader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (asperI.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete. [MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material

Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement rationot to exceed 15:1, aggregate gradation after blending to be as per table 600-1,cement content not to be less than 150kg/cum,optimum moisture content to be determined during trial length construction,concrete strength not to be less than10Mpa at 7days,mixed in a batching plant,transported to site,laid with a paver with electronic sensor,compacting with 8-10tonnes vibratory roller,finishing and curing.

Construction of un-reinforced, plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2, coarse and fine aggregates conforming to I S:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a infully automatic Batching Plant and transported to site in transit mixer for having continous a gitated mixer,manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying, with all lead and lift including cost of admixture sinre commended portion as per IS9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side form work (steel channel, laying and fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing),spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approach estobridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTHSpecification Clause602 including vaccum dewatering process with all required equipments( Dowel Barswillbepaid seprately).

Earth work in excavation for foundation of structure complete with all lift,dewatering,shoring and shuttering etc. including refilling of trenches in 250mm layers,ramming,watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre Depth upto 3 metre

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause1702,1703,2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and MoRTH specificationsClause1702,1703,2102 & 2104 R.C.C grade M 20

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102

Construction of embankment with approved material obtained from borrow pits with al ift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with alead upto 50 m as per MoRTH Specification Clause 305.3

Providing and laying Precastre in forced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200 mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT/NIT/Government Engineer College complete in all respect as per specifications Size 1.5 M x 1.5 M

Providing and Erecting typical Citizen's information Board as per approved drawing &specification made of two MS sheet of 1.6mm thick each of size 900mmx750mm stiffen d by angle iron 25mmx25mmx3mm all around the plate & plates fixed on frame of 75mm diapipe of 12SWG sheet (verticalpost3050mm with angle hold fasts and horizontal member900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx600mmx750mm size below ground level as per enclosed drawings &as directed by Engineering in charge.AllMS will be stove an meledon both side lettering.Figuring an d border will be with ready mixed synthethicen amel paint of superior quality in required shade and colour etc complete in all respect.All sections off ramed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification.

Part '3' : Construction of Pipe Culvert on Pharasiya to Sandeela Dhani Via Hakeempura Road

Earth work in excavation for foundation of structure complete with all lift,dewatering,shoring and shuttering etc. including refilling of trenches in 250mm layers,ramming,watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre Depth upto 3 metre

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause1702,1703,2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and MoRTH specificationsClause1702,1703,2102 & 2104 R.C.C grade M 20

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102

Construction of embankment with approved material obtained from borrow pits with al ift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with alead upto 50 m as per MoRTH Specification Clause 305.3

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar1:2 but excluding excavation,protectionworks,backfilling,concrete and masonry worksi n head walls and parapets Clause2905 1000 mm dia

Providing laying spreading and compacting specified graded sand, gravel (crushed stone)as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant,carriage of mixed material spreading in uniform layers with motorgrader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (asperI.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete. [MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including pre mixing the material with water at OMC in mechanical mixer (PugMill), 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,etcasperTables400-12&400-13andMoRTHSpecificationClause 406. By Mechanical Means with all lead

Construction of un-reinforced, plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2, coarse and fine aggregates conforming to I S:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a infully automatic Batching Plant and transported to site in transit mixer for having continous a gitated mixer,manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying, with all lead and lift including cost of admixture sinre commended portion as per IS9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side form work (steel channel, laying and fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing),spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approach estobridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTHSpecification Clause602 including vaccum dewatering process with all required equipments( Dowel Barswillbepaid seprately).

Providing and Erecting typical Citizen's information Board as per approved drawing &specification made of two MS sheet of 1.6mm thick each of size 900mmx750mm stiffen d by angle iron 25mmx25mmx3mm all around the plate & plates fixed on frame of 75mm diapipe of 12SWG sheet (verticalpost3050mm with angle hold fasts and horizontal member900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx600mmx750mm size below ground level as per enclosed drawings &as directed by Engineering in charge.AllMS will be stove an meledon both side lettering.Figuring an d border will be with ready mixed synthethicen amel paint of superior quality in required shade and colour etc complete in all respect.All sections off ramed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification.

Part '4' : Construction of Box Culvert on Sankhana to Wazeerpura Road

Earth work in excavation for foundation of structure complete with all lift,dewatering,shoring and shuttering etc. including refilling of trenches in 250mm layers,ramming,watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre Depth upto 3 metre

Dismantling of existing structures like culverts, bridges, retaining walls and others tructure 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 1000m as per MoRTH Specification Clause 202. By Mechanical Means Cement Concrete

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause1702,1703,2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and MoRTH specificationsClause1702,1703,2102 & 2104 R.C.C grade M 20

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102

Construction of embankment with approved material obtained from borrow pits with al ift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with alead upto 50 m as per MoRTH Specification Clause 305.3

Providing and laying Precastre in forced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200 mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT/NIT/Government Engineer College complete in all respect as per specifications Size 1.5 M x 1.5 M

Providing laying spreading and compacting specified graded sand, gravel (crushed stone)as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant,carriage of mixed material spreading in uniform layers with motorgrader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (asperI.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete. [MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including pre mixing the material with water at OMC in mechanical mixer (PugMill), 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,etcasperTables400-12&400-13andMoRTHSpecificationClause 406. By Mechanical Means with all lead

Construction of un-reinforced, plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2, coarse and fine aggregates conforming to I S:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a infully automatic Batching Plant and transported to site in transit mixer for having continous a gitated mixer,manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying, with all lead and lift including cost of admixture sinre commended portion as per IS9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side form work (steel channel, laying and fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing),spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approach estobridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTHSpecification Clause602 including vaccum dewatering process with all required equipments( Dowel Barswillbepaid seprately).

Providing and Erecting typical Citizen's information Board as per approved drawing &specification made of two MS sheet of 1.6mm thick each of size 900mmx750mm stiffen d by angle iron 25mmx25mmx3mm all around the plate & plates fixed on frame of 75mm diapipe of 12SWG sheet (verticalpost3050mm with angle hold fasts and horizontal member900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx600mmx750mm size below ground level as per enclosed drawings &as directed by Engineering in charge.AllMS will be stove an meledon both side lettering.Figuring an d border will be with ready mixed synthethicen amel paint of superior quality in required shade and colour etc complete in all respect.All sections off ramed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification.

Part '5' : Construction of RCC Slab Culvert on Lamba to Sonwa via Chapariya Km 0/0 to 5/0

PART- A : Slab Culvert 2x6.00 mtr

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

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 m as per MoRTH Specification Clause 202. By Mechanical Means Cement Concrete

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 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre Depth above 3 metre & upto 6 metre

ProvidingandlayingCementconcreteforplain/reinforcedconcreteinopenfoundationasperdrawingandtechnicalspecificationasperMoRTHSpecification:Section1500,1700&2100includingform work at any level. P.C.C. grade M15

Structural Cement concrete for reinforced concrete in super structure at any level complete including steel formwork,scaffolding etc. as per drawing and technical specification as per Design mix MoRTH Specification1500 & 1700. M 30 grade solid slab superstructure

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and MoRTH specifications Clause 2604

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRTH specifications Clauses 1700 and 2704 Nominal mix (1:2.5:5)

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications Clauses 1700 and 2704

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

Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6 Granular material

Drainage spouts complete as per drawing and MoRTH specifications Clause 2705

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 upto 50 m as per MoRTH Specification Clause 305.3

Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material

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 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with all lead

Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately).

Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification.

Part '6' : Construction of CC Work on Nawabpura to Aminpura Road

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02cum in volume and stockpiling at design at ed locations and disposal of dismantled materials upto alead of 1000m,stacking service able and unservice able materials separately

Providing laying spreading and compacting specified graded sand, gravel (crushed stone)as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant,carriage of mixed material spreading in uniform layers with motorgrader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (asperI.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete. [MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material

Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement rationot to exceed 15:1, aggregate gradation after blending to be as per table 600-1,cement content not to be less than 150kg/cum,optimum moisture content to be determined during trial length construction,concrete strength not to be less than10Mpa at 7days,mixed in a batching plant,transported to site,laid with a paver with electronic sensor,compacting with 8-10tonnes vibratory roller,finishing and curing.

Construction of un-reinforced, plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2, coarse and fine aggregates conforming to I S:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a infully automatic Batching Plant and transported to site in transit mixer for having continous a gitated mixer,manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying, with all lead and lift including cost of admixture sinre commended portion as per IS9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side form work (steel channel, laying and fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing),spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approach estobridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTHSpecification Clause602 including vaccum dewatering process with all required equipments( Dowel Barswillbepaid seprately).

Earth work in excavation for foundation of structure complete with all lift,dewatering,shoring and shuttering etc. including refilling of trenches in 250mm layers,ramming,watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre Depth upto 3 metre

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause1702,1703,2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and MoRTH specificationsClause1702,1703,2102 & 2104 R.C.C grade M 20

Providing and Erecting typical Citizen's information Board as per approved drawing &specification made of two MS sheet of 1.6mm thick each of size 900mmx750mm stiffen d by angle iron 25mmx25mmx3mm all around the plate & plates fixed on frame of 75mm diapipe of 12SWG sheet (verticalpost3050mm with angle hold fasts and horizontal member900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx600mmx750mm size below ground level as per enclosed drawings &as directed by Engineering in charge.AllMS will be stove an meledon both side lettering.Figuring an d border will be with ready mixed synthethicen amel paint of superior quality in required shade and colour etc complete in all respect.All sections off ramed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification.

Part '7' : Construction of Box Culvert on Sankhana to Bhawarkho Road

Earth work in excavation for foundation of structure complete with all lift,dewatering,shoring and shuttering etc. including refilling of trenches in 250mm layers,ramming,watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre Depth upto 3 metre

Dismantling of existing structures like culverts, bridges, retaining walls and others tructure 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 1000m as per MoRTH Specification Clause 202. By Mechanical Means Cement Concrete

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause1702,1703,2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and MoRTH specificationsClause1702,1703,2102 & 2104 R.C.C grade M 20

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102

Construction of embankment with approved material obtained from borrow pits with al ift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with alead upto 50 m as per MoRTH Specification Clause 305.3

Providing and laying Precastre in forced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200 mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT/NIT/Government Engineer College complete in all respect as per specifications Size 1.0 M x 1.0 M

Providing laying spreading and compacting specified graded sand, gravel (crushed stone)as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant,carriage of mixed material spreading in uniform layers with motorgrader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (asperI.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete. [MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including pre mixing the material with water at OMC in mechanical mixer (PugMill), 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,etcasperTables400-12&400-13andMoRTHSpecificationClause 406. By Mechanical Means with all lead

Construction of un-reinforced, plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2, coarse and fine aggregates conforming to I S:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a infully automatic Batching Plant and transported to site in transit mixer for having continous a gitated mixer,manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying, with all lead and lift including cost of admixture sinre commended portion as per IS9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side form work (steel channel, laying and fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing),spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approach estobridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTHSpecification Clause602 including vaccum dewatering process with all required equipments( Dowel Barswillbepaid seprately).

Providing and Erecting typical Citizen's information Board as per approved drawing &specification made of two MS sheet of 1.6mm thick each of size 900mmx750mm stiffen d by angle iron 25mmx25mmx3mm all around the plate & plates fixed on frame of 75mm diapipe of 12SWG sheet (verticalpost3050mm with angle hold fasts and horizontal member900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx600mmx750mm size below ground level as per enclosed drawings &as directed by Engineering in charge.AllMS will be stove an meledon both side lettering.Figuring an d border will be with ready mixed synthethicen amel paint of superior quality in required shade and colour etc complete in all respect.All sections off ramed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification.

Part '8' : Construction of CC Work on Mehandwas to Aminpura Road

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02cum in volume and stockpiling at design at ed locations and disposal of dismantled materials upto alead of 1000m,stacking service able and unservice able materials separately

Providing laying spreading and compacting specified graded sand, gravel (crushed stone)as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant,carriage of mixed material spreading in uniform layers with motorgrader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (asperI.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete. [MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material

Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement rationot to exceed 15:1, aggregate gradation after blending to be as per table 600-1,cement content not to be less than 150kg/cum,optimum moisture content to be determined during trial length construction,concrete strength not to be less than10Mpa at 7days,mixed in a batching plant,transported to site,laid with a paver with electronic sensor,compacting with 8-10tonnes vibratory roller,finishing and curing.

Construction of un-reinforced, plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2, coarse and fine aggregates conforming to I S:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a infully automatic Batching Plant and transported to site in transit mixer for having continous a gitated mixer,manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying, with all lead and lift including cost of admixture sinre commended portion as per IS9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side form work (steel channel, laying and fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing),spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approach estobridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTHSpecification Clause602 including vaccum dewatering process with all required equipments( Dowel Barswillbepaid seprately).

ProvidingandFixingofDowelBarsofMildSteelconfirmingtoIS:432ofspecifiedlengthanddiametersasperMoRTHSpecificationIRC15&58includingcutting,placinginpositionacrosstransversejointwithproperspacing,providingwithPVCsleevecompleteasperdrawing,technicalspecificationandasper direction of the Engineer-in-charge

Earth work in excavation for foundation of structure complete with all lift,dewatering,shoring and shuttering etc. including refilling of trenches in 250mm layers,ramming,watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre Depth upto 3 metre

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause1702,1703,2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and MoRTH specificationsClause1702,1703,2102 & 2104 R.C.C grade M 20

Providing and Erecting typical Citizen's information Board as per approved drawing &specification made of two MS sheet of 1.6mm thick each of size 900mmx750mm stiffen d by angle iron 25mmx25mmx3mm all around the plate & plates fixed on frame of 75mm diapipe of 12SWG sheet (verticalpost3050mm with angle hold fasts and horizontal member900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx600mmx750mm size below ground level as per enclosed drawings &as directed by Engineering in charge.AllMS will be stove an meledon both side lettering.Figuring an d border will be with ready mixed synthethicen amel paint of superior quality in required shade and colour etc complete in all respect.All sections off ramed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar1:2 but excluding excavation,protectionworks,backfilling,concrete and masonry worksi n head walls and parapets Clause2905 300 mm dia

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