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Tender For Work No. 2 - Various Road Under Pkg. No. Rj-46-02/Upw/Lsg/2024-25 Sl. No. Item Description 1 Renewal Of Cc Road From Sbi Bank To Ramjeevan Shah House Ward No 17 2 Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Gra, khetri-Rajasthan

Public Works Department has published Tender For Work No. 2 - Various Road Under Pkg. No. Rj-46-02/Upw/Lsg/2024-25 Sl. No. Item Description 1 Renewal Of Cc Road From Sbi Bank To Ramjeevan Shah House Ward No 17 2 Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Gra. Submission Date for this Tender is 18-12-2024. Road Work Tenders in khetri Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

46699615
Tender For Work No. 2 - Various Road Under Pkg. No. Rj-46-02/Upw/Lsg/2024-25 Sl. No. Item Description 1 Renewal Of Cc Road From Sbi Bank To Ramjeevan Shah House Ward No 17 2 Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Gra
Open Tender
Indian
Rajasthan
Khetri
18-12-2024

Tender Details

tender for Work No. 2 - Various Road Under Pkg. No. Rj-46-02/UPW/LSG/2024-25 Sl. No. Item Description 1 Renewal of CC Road from SBI BANK TO RAMJEEVAN SHAH HOUSE WARD NO 17 2 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201 : By Mechanical Means : In area of non-thorny jungle 3 Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202 .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 4 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smoothwheel roller to achieve the desired density complete as per MoRTH Specification table 400-1, 400-2 : Using Gravel mix soil using 5 Dry lean cement concrete sub - base. Construction ofdry lean cement concrete 1:3:6 sub-base over aprepared sub-grade with coarse and fine aggregateconforming to IS: 383, the size of coarse aggregatenot exceeding 25 mm, aggregate cement ratio not toexceed 15:1, aggregate gradation after blening to beas per Table 600-1, cement content not to be lessthan 200 Kg/Cum, optimum moisture content to bedetermined during trial length construction, concretestrength not to be less than 10 Mpa at 7 days, mixedin a batching plant, transported to site, laid with apaver with electronic sensor, compacting with 8-10 tonne Vibratory roller, finishing,and curing 6 Cement Concrete PavementProviding and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112.Using Cement concrete M-40 pavement Grade 7 KilometreStoneReinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 8 Semi Reflective Traffic SignsProviding and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 900 mm equilater & triangle 9 P&F Mukhya Mantri Sadak Yojana log of or roads funded by State road fund having M.S.Definition plate of 1.6 mm thickness framed to steel hollow section of 75mmx75mm ,2.5m long stove enamelled pain twith hold fast including paint logo as per approved design and colours.The logo shall be made out of1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular plate shall be plain at the junction of base plate.The size of definition plate shall be 1500x600 mm and embedding the post by M-15mix C.C.block 300x300x600 mm including lettering / writing and painting etc.complete in all respect. 10 Providing and Erecting typical Citizens 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. 11 Construction of Foundation/Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m 0.60m with engraving letters and figures, cement plaster, white washing etc. complete as per direction engineer in-charge. 12 Renewal of BT Road from Malaram bavariya house to saini dharamshala ward no 33,34 & 35 13 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201 : By Mechanical Means : In area of non-thorny jungle 14 Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bituminous Courses 15 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smoothwheel roller to achieve the desired density complete as per MoRTH Specification table 400-1, 400-2 : Using Gravel mix soil using 16 Water Bound Macadam with Crushable ScreeningsWBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate : By Mechanical Means 17 Water Bound Macadam with Crushable ScreeningsWBM 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 threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate : By Mechanical Means 18 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 19 Providing and applying tack coat with Bitumen (VG-10)using bitumandistributor at the rate of 0.3 to 0.4 kg per sqm on the prepared Bituminous surafce & cleaned with Hydraulic broom as per Technical Specification Clause 503 20 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510.Case - IIBy Mechanical Means Bitumen (S-65) 21 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 MoRTH Specification Clause 511 : By Mechanical Means : Case - II:Type B : Bitumen (S-65) 22 KilometreStoneReinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 23 Ordinary Kilometer Stone (Precast) 24 200 m stone (precast) 25 Semi Reflective Traffic SignsProviding and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 900 mm equilater & triangle 26 P&F Mukhya Mantri Sadak Yojana log of or roads funded by State road fund having M.S.Definition plate of 1.6 mm thickness framed to steel hollow section of 75mmx75mm ,2.5m long stove enamelled pain twith hold fast including paint logo as per approved design and colours.The logo shall be made out of1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular plate shall be plain at the junction of base plate.The size of definition plate shall be 1500x600 mm and embedding the post by M-15mix C.C.block 300x300x600 mm including lettering / writing and painting etc.complete in all respect. 27 Providing and Erecting typical Citizens 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. 28 Construction of Foundation/Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m 0.60m with engraving letters and figures, cement plaster, white washing etc. complete as per direction engineer in-charge. 29 Renewal of CC Road from Navjeevan hospital tiraha to gujratan kuye ward no 6& 8 30 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201 : By Mechanical Means : In area of non-thorny jungle 31 Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202 .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 32 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smoothwheel roller to achieve the desired density complete as per MoRTH Specification table 400-1, 400-2 : Using Gravel mix soil using 33 Dry lean cement concrete sub - base. Construction ofdry lean cement concrete 1:3:6 sub-base over aprepared sub-grade with coarse and fine aggregateconforming to IS: 383, the size of coarse aggregatenot exceeding 25 mm, aggregate cement ratio not toexceed 15:1, aggregate gradation after blening to beas per Table 600-1, cement content not to be lessthan 200 Kg/Cum, optimum moisture content to bedetermined during trial length construction, concretestrength not to be less than 10 Mpa at 7 days, mixedin a batching plant, transported to site, laid with apaver with electronic sensor, compacting with 8-10 tonne Vibratory roller, finishing,and curing 34 Cement Concrete PavementProviding and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112.Using Cement concrete M-40 pavement Grade 35 KilometreStoneReinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 36 Ordinary Kilometer Stone (Precast) 37 200 m stone (precast) 38 Semi Reflective Traffic SignsProviding and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 900 mm equilater & triangle 39 P&F Mukhya Mantri Sadak Yojana log of or roads funded by State road fund having M.S.Definition plate of 1.6 mm thickness framed to steel hollow section of 75mmx75mm ,2.5m long stove enamelled pain twith hold fast including paint logo as per approved design and colours.The logo shall be made out of1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular plate shall be plain at the junction of base plate.The size of definition plate shall be 1500x600 mm and embedding the post by M-15mix C.C.block 300x300x600 mm including lettering / writing and painting etc.complete in all respect. 40 Providing and Erecting typical Citizens 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. 41 Construction of Foundation/Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m 0.60m with engraving letters and figures, cement plaster, white washing etc. complete as per direction engineer in-charge. 42 Renewal of CC Road from Jamat Phed tanki to multaniya house ward no. 31 43 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201 : By Mechanical Means : In area of non-thorny jungle 44 Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202 .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 45 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smoothwheel roller to achieve the desired density complete as per MoRTH Specification table 400-1, 400-2 : Using Gravel mix soil using 46 Dry lean cement concrete sub - base. Construction ofdry lean cement concrete 1:3:6 sub-base over aprepared sub-grade with coarse and fine aggregateconforming to IS: 383, the size of coarse aggregatenot exceeding 25 mm, aggregate cement ratio not toexceed 15:1, aggregate gradation after blening to beas per Table 600-1, cement content not to be lessthan 200 Kg/Cum, optimum moisture content to bedetermined during trial length construction, concretestrength not to be less than 10 Mpa at 7 days, mixedin a batching plant, transported to site, laid with apaver with electronic sensor, compacting with 8-10 tonne Vibratory roller, finishing,and curing 47 Cement Concrete PavementProviding and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112.Using Cement concrete M-40 pavement Grade 48 KilometreStoneReinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 49 Ordinary Kilometer Stone (Precast) 50 200 m stone (precast) 51 Semi Reflective Traffic SignsProviding and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 900 mm equilater & triangle 52 P&F Mukhya Mantri Sadak Yojana log of or roads funded by State road fund having M.S.Definition plate of 1.6 mm thickness framed to steel hollow section of 75mmx75mm ,2.5m long stove enamelled pain twith hold fast including paint logo as per approved design and colours.The logo shall be made out of1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular plate shall be plain at the junction of base plate.The size of definition plate shall be 1500x600 mm and embedding the post by M-15mix C.C.block 300x300x600 mm including lettering / writing and painting etc.complete in all respect. 53 Providing and Erecting typical Citizens 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. 54 Construction of Foundation/Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m 0.60m with engraving letters and figures, cement plaster, white washing etc. complete as per direction engineer in-charge. 55 Renewal of CC Road from Sumer Singh Masters house to jyogala kuwa ward no. 29 56 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201 : By Mechanical Means : In area of non-thorny jungle 57 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smoothwheel roller to achieve the desired density complete as per MoRTH Specification table 400-1, 400-2 : Using Gravel mix soil using 58 Dry lean cement concrete sub - base. Construction ofdry lean cement concrete 1:3:6 sub-base over aprepared sub-grade with coarse and fine aggregateconforming to IS: 383, the size of coarse aggregatenot exceeding 25 mm, aggregate cement ratio not toexceed 15:1, aggregate gradation after blening to beas per Table 600-1, cement content not to be lessthan 200 Kg/Cum, optimum moisture content to bedetermined during trial length construction, concretestrength not to be less than 10 Mpa at 7 days, mixedin a batching plant, transported to site, laid with apaver with electronic sensor, compacting with 8-10 tonne Vibratory roller, finishing,and curing 59 Cement Concrete PavementProviding and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112.Using Cement concrete M-40 pavement Grade 60 KilometreStoneReinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 61 Ordinary Kilometer Stone (Precast) 62 200 m stone (precast) 63 Semi Reflective Traffic SignsProviding and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 900 mm equilater & triangle 64 P&F Mukhya Mantri Sadak Yojana log of or roads funded by State road fund having M.S.Definition plate of 1.6 mm thickness framed to steel hollow section of 75mmx75mm ,2.5m long stove enamelled pain twith hold fast including paint logo as per approved design and colours.The logo shall be made out of1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular plate shall be plain at the junction of base plate.The size of definition plate shall be 1500x600 mm and embedding the post by M-15mix C.C.block 300x300x600 mm including lettering / writing and painting etc.complete in all respect. 65 Providing and Erecting typical Citizens 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. 66 Construction of Foundation/Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m 0.60m with engraving letters and figures, cement plaster, white washing etc. complete as per direction engineer in-charge. 67 Renewal ofCC Road from Ward no.16 ghat babdi 68 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201 : By Mechanical Means : In area of non-thorny jungle 69 Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202 .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 70 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smoothwheel roller to achieve the desired density complete as per MoRTH Specification table 400-1, 400-2 : Using Gravel mix soil using 71 Dry lean cement concrete sub - base. Construction ofdry lean cement concrete 1:3:6 sub-base over aprepared sub-grade with coarse and fine aggregateconforming to IS: 383, the size of coarse aggregatenot exceeding 25 mm, aggregate cement ratio not toexceed 15:1, aggregate gradation after blening to beas per Table 600-1, cement content not to be lessthan 200 Kg/Cum, optimum moisture content to bedetermined during trial length construction, concretestrength not to be less than 10 Mpa at 7 days, mixedin a batching plant, transported to site, laid with apaver with electronic sensor, compacting with 8-10 tonne Vibratory roller, finishing,and curing 72 Cement Concrete PavementProviding and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112.Using Cement concrete M-40 pavement Grade 73 KilometreStoneReinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 74 Ordinary Kilometer Stone (Precast) 75 200 m stone (precast) 76 Semi Reflective Traffic SignsProviding and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 900 mm equilater & triangle 77 P&F Mukhya Mantri Sadak Yojana log of or roads funded by State road fund having M.S.Definition plate of 1.6 mm thickness framed to steel hollow section of 75mmx75mm ,2.5m long stove enamelled pain twith hold fast including paint logo as per approved design and colours.The logo shall be made out of1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular plate shall be plain at the junction of base plate.The size of definition plate shall be 1500x600 mm and embedding the post by M-15mix C.C.block 300x300x600 mm including lettering / writing and painting etc.complete in all respect. 78 Providing and Erecting typical Citizens 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. 79 Construction of Foundation/Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m 0.60m with engraving letters and figures, cement plaster, white washing etc. complete as per direction engineer in-charge.

Key Value

Document Fees
INR 1000 /-
EMD
INR 173680.0 /-
Tender Value
INR 86.84 Lakhs /-
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