Tender For Construction Of Various Kisan Path Roads Assembly Constituency Area Kishangarh Bass And Mundawar Package No. 14/2023-24 Under Kums Khairthal, Alwar-Rajasthan

TDR : 39747654

Tender Notice
BOQ

Expired

Alwar , Rajasthan

Tender Brief : Tender For Construction Of Various Kisan Path Roads Assembly Constituency Area Kishangarh Bass And Mundawar Package No. 14/2023-24 Under Kums Khairthal

Document Fees
₹ 1000 /-

EMD
₹ 215280.0 /-

Tender Value
₹ 1.07 Crore /-

Submission Date
26-09-2023

Competition Type
Indian

Bidding Type
Tender

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1	1. Const. of Kisan Path From Village Shreekrishan Nagar to LekhramKi Dhani.
2	Clearingandgrubbingroadland includinguprootingrank vegetation,grass,bushes,shrubs,saplings andtreesgirth upto300mm,removalofstumpsoftreescutearlier and disposalofunserviceablematerialsandstackingof serviceable material upto a lead of 1000m including removal anddisposaloftoporganicsoilnotexceedingin150mm thickness as per MORTH specification clause 201, By mechanical Means. B. In area of thorny jungle.
3	Earthworkinexcavation,includingstacking/disposalofsurplus materialwithallliftsandleadupto50meters,exclusiveof compensation of earth [MoRTH specification : Clause 301 to 305]. In Hard Soil, WhenexcavationandloadingisdonemechanicallyusingBull Dozer,Front-endloaderandcarriageisdoneupto1Km.by tipper/ dumper (6T capacity).
4	Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, gradingtorequired slopeand compactingby vibratory roller 8-10 TonnetomeetrequirementofTable300-2includingcostof compensation for earth taken fromprivate landwith ALLlead As per MoRTH specification Clause No. 305.
5	Providingandlayinggranularsub-basematerialhaving P.I.notmorethan6,includingspreadinginlayersnot exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto required camber and grade including cost of water and hire charges ofmachinery,includingT&Pwithalllead(Compacted thicknesstobemeasured).asperMORTHspecification table 400-1, 400-2 : For grading-III with CBR value not less than 20. to attain 100% proctor density.
6	Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness,handpackingroll-ingwithvibratoryroller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). Grading II , 63 mm to 45 mm@ 0.91 cum per 10 Sqm for compacted thickness of 75 mm.(Crusher broken). Stone screening type \"B\".
7	Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness,handpackingroll-ingwithvibratoryroller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). GradingIII, 53mmto22.4mm,@0.91cumper10 Sqmforcompactedthicknessof75mm. (Crusher broken). Stone screening type \"B\".
8	Providingandapplyingprimercoatoverpreparedsurfaceor granular base with bitumen emulsion(SS-1)as per IS: 8887 & manufacturer’[email protected]/10sqmwithaself propelledoftowedbitumenpressuresprayerequippedfor spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 (Including cleaning of road surface ).
9	Providing and applying tack coat on the prepared surface ,with bitumenemulsion(RS-1)asperIS:8887&manufacturer’s [email protected]/10sqm.Withaselfpropelledor towedbitumenpressuresprayerequippedforsprayingthe material uniformly atspecified ratesand temperaturesas per MORTH specification CI.503,112 ( Including cleaning of Road Surface).
10	Providingandlayingopengradedpremixcarpet20mmthick (compacted) on prepared surface in a single course as wearing courseaggregatesasperTable500-23,heatingbituminous [email protected]/10Sqm.(VG-30grade)andaggregatesin Hot Mix Plant, transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling withpowerroller,8-10tonnebutexcludingcostoftackand sealcoat.[MORTHSpecification:Clause511,112]Inciuliding Antistripping agent with all lead. InapprovedHotMixPlantasperclause6.5ofManual, includingloadingofaggregateswithF.EloaderwithVG-30 bitumen.
11	Providingandlayingsealcoatforsealingthevoidsina bituminous surface laid to the specified levels, grade and cross fall, including rolling with a smooth wheeled roller 8 - 10 tonne capacity finished to required level and grades, complete as per MORTH specification clause 513Type B - Premixed in in approved HMPas per clause 6.5 of manual having capacity 50 TPH comprising of aggregate (sand or grit) having size 2.36 mm to 180 micron @ 0.06 Cum per 10 Sqmandbitumenbinder(VG-30grade)@6.8Kg/10sqm andlayingbyhydrostaticpaverfinisherwithsensorcontrol, includingmixing,transportation,laying,rollingetc.complete - including carriage for all lead.
12	ProvidingandlayingreinforcedcementconcretePipeNP3for culvertsonfirstclassbeddingofgranularmaterial insingle row incluidng fixing collar withcement mortar 1:2 but excluding excavation,protectionworks,backfilling,concreteandmasonry work in head wall and parapets Clause 2905.
13	300 mm dia
14	Providingandlayingcontrolledcementconcreteforcement concrete pavements including mixing and vibrations concrete withnecessaryneedlevibratorsandsurfacewithscreed board vibrating complete inall respectwith 20/25 mm stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including frame work, vaccume procesdewatering, seperatiom membaren of 125 micron thickness as antifraction layer, cutting of tranverses and longitudinal joints, 4 to 6 mm width with joint filling by sealent,25 mm wide Expansion joints using 25 mm impregated bitumen board including dowel bars in prescribed intervel with curing etc. as per specification. (-do-) with cement concrete M-30 grade.
15	Supply & fixing of precast reinforced cement concrete M-15 gradekilometrestoneofstandarddesignasperIRC:8- 1980, fixing in position in cement concrete 1:4:8 including painting and printing etc.
16	Ordinary Kilometre stone
17	200 M. Stone.
18	Providingandlayingofhotappliedthermoplastic compound inclusive type I reflectrosing glass beads as per table 800-3, 800-4 applied in uniform thickness of at least 2.5 mm andspread uniformlywith reflectorisingglass beads type II in addition @ 250 gms per Sqm with a road markingmachineasperIRC:35completewithtraffic diversion arrangement as per MORTH specification clause 803.4.
19	Supplyofsignboardsmadeof1.25mmM.S.sheetduly framed with 33.30mm OD MS black tube medium class as per IS:1239 (Part-I) 1979 with a inner support ofM.S. flat 12x3mmwholestructureisfixedontwopostsofBlack m.S. tube 42mm OD MS (Medium Class)as per IS : 1239 9Part-I) 1979 height 3 m. whole board is stove enamelled painting in Black & White alternate band of synthetic enamel. 150 cm. x 90 cm.
20	S&Finposition cutstoneneatlydressedincludingearth work,C.C.1:4:8paintingwithenamelpaintengraving letters and numerals as per IRC standard design complete. Guide Stones.
21	Construction of Pedestal for fixing of inauguration / foundationceremonystonepattikaforallbuildingand road work complete with clearing levelling and dressing of groundandfixingofgranitestoneonpedestalincluding costofgranitestoneandgroovingetc.instone/brick masonryasperdirectionofengineerincharge including all necessary arrangement, Size of Granite Pattika 0.90 Sqm.
22	2. Const. of Kisan Path From Village Ismailpur (Ujari Ka Bass) to towards Village Jeelota Upto Jeelota Border.
23	Clearingandgrubbingroadland includinguprootingrank vegetation,grass,bushes,shrubs,saplings andtreesgirth upto300mm,removalofstumpsoftreescutearlier and disposalofunserviceablematerialsandstackingof serviceable material upto a lead of 1000m including removal anddisposaloftoporganicsoilnotexceedingin150mm thickness as per MORTH specification clause 201, By mechanical Means. B. In area of thorny jungle.
24	Earthworkinexcavation,includingstacking/disposalofsurplus materialwithallliftsandleadupto50meters,exclusiveof compensation of earth [MoRTH specification : Clause 301 to 305]. In Hard Soil, WhenexcavationandloadingisdonemechanicallyusingBull Dozer,Front-endloaderandcarriageisdoneupto1Km.by tipper/ dumper (6T capacity).
25	Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, gradingtorequired slopeand compactingby vibratory roller 8-10 TonnetomeetrequirementofTable300-2includingcostof compensation for earth taken fromprivate landwith ALLlead As per MoRTH specification Clause No. 305.
26	Providingandlayinggranularsub-basematerialhaving P.I.notmorethan6,includingspreadinginlayersnot exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto required camber and grade including cost of water and hire charges ofmachinery,includingT&Pwithalllead(Compacted thicknesstobemeasured).asperMORTHspecification table 400-1, 400-2 : For grading-III with CBR value not less than 20. to attain 100% proctor density.
27	Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness,handpackingroll-ingwithvibratoryroller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). Grading II , 63 mm to 45 mm@ 0.91 cum per 10 Sqm for compacted thickness of 75 mm.(Crusher broken). Stone screening type \"B\".
28	Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness,handpackingroll-ingwithvibratoryroller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). GradingIII, 53mmto22.4mm,@0.91cumper10 Sqmforcompactedthicknessof75mm. (Crusher broken). Stone screening type \"B\".
29	Providingandapplyingprimercoatoverpreparedsurfaceor granular base with bitumen emulsion(SS-1)as per IS: 8887 & manufacturer’[email protected]/10sqmwithaself propelledoftowedbitumenpressuresprayerequippedfor spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 (Including cleaning of road surface ).
30	Providing and applying tack coat on the prepared surface ,with bitumenemulsion(RS-1)asperIS:8887&manufacturer’s [email protected]/10sqm.Withaselfpropelledor towedbitumenpressuresprayerequippedforsprayingthe material uniformly atspecified ratesand temperaturesas per MORTH specification CI.503,112 ( Including cleaning of Road Surface).
31	Providingandlayingopengradedpremixcarpet20mmthick (compacted) on prepared surface in a single course as wearing courseaggregatesasperTable500-23,heatingbituminous [email protected]/10Sqm.(VG-30grade)andaggregatesin Hot Mix Plant, transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling withpowerroller,8-10tonnebutexcludingcostoftackand sealcoat.[MORTHSpecification:Clause511,112]Inciuliding Antistripping agent with all lead. InapprovedHotMixPlantasperclause6.5ofManual, includingloadingofaggregateswithF.EloaderwithVG-30 bitumen.
32	Providingandlayingsealcoatforsealingthevoidsina bituminous surface laid to the specified levels, grade and cross fall, including rolling with a smooth wheeled roller 8 - 10 tonne capacity finished to required level and grades, complete as per MORTH specification clause 513Type B - Premixed in in approved HMPas per clause 6.5 of manual having capacity 50 TPH comprising of aggregate (sand or grit) having size 2.36 mm to 180 micron @ 0.06 Cum per 10 Sqmandbitumenbinder(VG-30grade)@6.8Kg/10sqm andlayingbyhydrostaticpaverfinisherwithsensorcontrol, includingmixing,transportation,laying,rollingetc.complete - including carriage for all lead.
33	Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation andsubsequent filling aroundHume pipes/masonryin15cm. Layerswithcompactionincludingdisposalofallsurplussoil,as directedwithinaleadof1000meters.[MoRTHSpecification: Clause 301,304]. Ordinary Soil.
34	Providing and laying mechnically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres belowgroundleveland1.50metresaboveGround/Bed level.[MoRTH Specification : Clause 1000/1700]. Cement concrete 1:3:6 mix crushed stone aggregates 20mm nominal size.
35	Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level. [MoRTH Specfication: Clause 1000/1400]. Cement sand mortar 1:4.
36	ProvidingandlayingreinforcedcementconcretePipeNP3for culvertsonfirstclassbeddingofgranularmaterial insingle row incluidng fixing collar withcement mortar 1:2 but excluding excavation,protectionworks,backfilling,concreteandmasonry work in head wall and parapets Clause 2905.
37	300 mm dia
38	Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels [MoRTH Specfication: Clause: 1000/1300].
39	Providingandlayingcontrolledcementconcreteforcement concrete pavements including mixing and vibrations concrete withnecessaryneedlevibratorsandsurfacewithscreed board vibrating complete inall respectwith 20/25 mm stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including frame work, vaccume procesdewatering, seperatiom membaren of 125 micron thickness as antifraction layer, cutting of tranverses and longitudinal joints, 4 to 6 mm width with joint filling by sealent,25 mm wide Expansion joints using 25 mm impregated bitumen board including dowel bars in prescribed intervel with curing etc. as per specification. (-do-) with cement concrete M-30 grade.
40	Supply & fixing of precast reinforced cement concrete M-15 gradekilometrestoneofstandarddesignasperIRC:8- 1980, fixing in position in cement concrete 1:4:8 including painting and printing etc.
41	Ordinary Kilometre stone
42	200 M. Stone.
43	Providingandlayingofhotappliedthermoplastic compound inclusive type I reflectrosing glass beads as per table 800-3, 800-4 applied in uniform thickness of at least 2.5 mm andspread uniformlywith reflectorisingglass beads type II in addition @ 250 gms per Sqm with a road markingmachineasperIRC:35completewithtraffic diversion arrangement as per MORTH specification clause 803.4.
44	Supplyofsignboardsmadeof1.25mmM.S.sheetduly framed with 33.30mm OD MS black tube medium class as per IS:1239 (Part-I) 1979 with a inner support ofM.S. flat 12x3mmwholestructureisfixedontwopostsofBlack m.S. tube 42mm OD MS (Medium Class)as per IS : 1239 9Part-I) 1979 height 3 m. whole board is stove enamelled painting in Black & White alternate band of synthetic enamel. 150 cm. x 90 cm.
45	Construction of Pedestal for fixing of inauguration / foundationceremonystonepattikaforallbuildingand road work complete with clearing levelling and dressing of groundandfixingofgranitestoneonpedestalincluding costofgranitestoneandgroovingetc.instone/brick masonryasperdirectionofengineerincharge including all necessary arrangement, Size of Granite Pattika 0.90 Sqm.

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Tender For Construction Of Various Kisan Path Roads Assembly Constituency Area Kishangarh Bass And Mundawar Package No. 14/2023-24 Under Kums Khairthal, Alwar-Rajasthan

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Sl. No.	Item Description
1	1. Const. of Kisan Path From Village Shreekrishan Nagar to LekhramKi Dhani.
2	Clearingandgrubbingroadland includinguprootingrank vegetation,grass,bushes,shrubs,saplings andtreesgirth upto300mm,removalofstumpsoftreescutearlier and disposalofunserviceablematerialsandstackingof serviceable material upto a lead of 1000m including removal anddisposaloftoporganicsoilnotexceedingin150mm thickness as per MORTH specification clause 201, By mechanical Means. B. In area of thorny jungle.
3	Earthworkinexcavation,includingstacking/disposalofsurplus materialwithallliftsandleadupto50meters,exclusiveof compensation of earth [MoRTH specification : Clause 301 to 305]. In Hard Soil, WhenexcavationandloadingisdonemechanicallyusingBull Dozer,Front-endloaderandcarriageisdoneupto1Km.by tipper/ dumper (6T capacity).
4	Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, gradingtorequired slopeand compactingby vibratory roller 8-10 TonnetomeetrequirementofTable300-2includingcostof compensation for earth taken fromprivate landwith ALLlead As per MoRTH specification Clause No. 305.
5	Providingandlayinggranularsub-basematerialhaving P.I.notmorethan6,includingspreadinginlayersnot exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto required camber and grade including cost of water and hire charges ofmachinery,includingT&Pwithalllead(Compacted thicknesstobemeasured).asperMORTHspecification table 400-1, 400-2 : For grading-III with CBR value not less than 20. to attain 100% proctor density.
6	Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness,handpackingroll-ingwithvibratoryroller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). Grading II , 63 mm to 45 mm@ 0.91 cum per 10 Sqm for compacted thickness of 75 mm.(Crusher broken). Stone screening type \"B\".
7	Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness,handpackingroll-ingwithvibratoryroller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). GradingIII, 53mmto22.4mm,@0.91cumper10 Sqmforcompactedthicknessof75mm. (Crusher broken). Stone screening type \"B\".
8	Providingandapplyingprimercoatoverpreparedsurfaceor granular base with bitumen emulsion(SS-1)as per IS: 8887 & manufacturer’[email protected]/10sqmwithaself propelledoftowedbitumenpressuresprayerequippedfor spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 (Including cleaning of road surface ).
9	Providing and applying tack coat on the prepared surface ,with bitumenemulsion(RS-1)asperIS:8887&manufacturer’s [email protected]/10sqm.Withaselfpropelledor towedbitumenpressuresprayerequippedforsprayingthe material uniformly atspecified ratesand temperaturesas per MORTH specification CI.503,112 ( Including cleaning of Road Surface).
10	Providingandlayingopengradedpremixcarpet20mmthick (compacted) on prepared surface in a single course as wearing courseaggregatesasperTable500-23,heatingbituminous [email protected]/10Sqm.(VG-30grade)andaggregatesin Hot Mix Plant, transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling withpowerroller,8-10tonnebutexcludingcostoftackand sealcoat.[MORTHSpecification:Clause511,112]Inciuliding Antistripping agent with all lead. InapprovedHotMixPlantasperclause6.5ofManual, includingloadingofaggregateswithF.EloaderwithVG-30 bitumen.
11	Providingandlayingsealcoatforsealingthevoidsina bituminous surface laid to the specified levels, grade and cross fall, including rolling with a smooth wheeled roller 8 - 10 tonne capacity finished to required level and grades, complete as per MORTH specification clause 513Type B - Premixed in in approved HMPas per clause 6.5 of manual having capacity 50 TPH comprising of aggregate (sand or grit) having size 2.36 mm to 180 micron @ 0.06 Cum per 10 Sqmandbitumenbinder(VG-30grade)@6.8Kg/10sqm andlayingbyhydrostaticpaverfinisherwithsensorcontrol, includingmixing,transportation,laying,rollingetc.complete - including carriage for all lead.
12	ProvidingandlayingreinforcedcementconcretePipeNP3for culvertsonfirstclassbeddingofgranularmaterial insingle row incluidng fixing collar withcement mortar 1:2 but excluding excavation,protectionworks,backfilling,concreteandmasonry work in head wall and parapets Clause 2905.
13	300 mm dia
14	Providingandlayingcontrolledcementconcreteforcement concrete pavements including mixing and vibrations concrete withnecessaryneedlevibratorsandsurfacewithscreed board vibrating complete inall respectwith 20/25 mm stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including frame work, vaccume procesdewatering, seperatiom membaren of 125 micron thickness as antifraction layer, cutting of tranverses and longitudinal joints, 4 to 6 mm width with joint filling by sealent,25 mm wide Expansion joints using 25 mm impregated bitumen board including dowel bars in prescribed intervel with curing etc. as per specification. (-do-) with cement concrete M-30 grade.
15	Supply & fixing of precast reinforced cement concrete M-15 gradekilometrestoneofstandarddesignasperIRC:8- 1980, fixing in position in cement concrete 1:4:8 including painting and printing etc.
16	Ordinary Kilometre stone
17	200 M. Stone.
18	Providingandlayingofhotappliedthermoplastic compound inclusive type I reflectrosing glass beads as per table 800-3, 800-4 applied in uniform thickness of at least 2.5 mm andspread uniformlywith reflectorisingglass beads type II in addition @ 250 gms per Sqm with a road markingmachineasperIRC:35completewithtraffic diversion arrangement as per MORTH specification clause 803.4.
19	Supplyofsignboardsmadeof1.25mmM.S.sheetduly framed with 33.30mm OD MS black tube medium class as per IS:1239 (Part-I) 1979 with a inner support ofM.S. flat 12x3mmwholestructureisfixedontwopostsofBlack m.S. tube 42mm OD MS (Medium Class)as per IS : 1239 9Part-I) 1979 height 3 m. whole board is stove enamelled painting in Black & White alternate band of synthetic enamel. 150 cm. x 90 cm.
20	S&Finposition cutstoneneatlydressedincludingearth work,C.C.1:4:8paintingwithenamelpaintengraving letters and numerals as per IRC standard design complete. Guide Stones.
21	Construction of Pedestal for fixing of inauguration / foundationceremonystonepattikaforallbuildingand road work complete with clearing levelling and dressing of groundandfixingofgranitestoneonpedestalincluding costofgranitestoneandgroovingetc.instone/brick masonryasperdirectionofengineerincharge including all necessary arrangement, Size of Granite Pattika 0.90 Sqm.
22	2. Const. of Kisan Path From Village Ismailpur (Ujari Ka Bass) to towards Village Jeelota Upto Jeelota Border.
23	Clearingandgrubbingroadland includinguprootingrank vegetation,grass,bushes,shrubs,saplings andtreesgirth upto300mm,removalofstumpsoftreescutearlier and disposalofunserviceablematerialsandstackingof serviceable material upto a lead of 1000m including removal anddisposaloftoporganicsoilnotexceedingin150mm thickness as per MORTH specification clause 201, By mechanical Means. B. In area of thorny jungle.
24	Earthworkinexcavation,includingstacking/disposalofsurplus materialwithallliftsandleadupto50meters,exclusiveof compensation of earth [MoRTH specification : Clause 301 to 305]. In Hard Soil, WhenexcavationandloadingisdonemechanicallyusingBull Dozer,Front-endloaderandcarriageisdoneupto1Km.by tipper/ dumper (6T capacity).
25	Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, gradingtorequired slopeand compactingby vibratory roller 8-10 TonnetomeetrequirementofTable300-2includingcostof compensation for earth taken fromprivate landwith ALLlead As per MoRTH specification Clause No. 305.
26	Providingandlayinggranularsub-basematerialhaving P.I.notmorethan6,includingspreadinginlayersnot exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto required camber and grade including cost of water and hire charges ofmachinery,includingT&Pwithalllead(Compacted thicknesstobemeasured).asperMORTHspecification table 400-1, 400-2 : For grading-III with CBR value not less than 20. to attain 100% proctor density.
27	Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness,handpackingroll-ingwithvibratoryroller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). Grading II , 63 mm to 45 mm@ 0.91 cum per 10 Sqm for compacted thickness of 75 mm.(Crusher broken). Stone screening type \"B\".
28	Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness,handpackingroll-ingwithvibratoryroller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). GradingIII, 53mmto22.4mm,@0.91cumper10 Sqmforcompactedthicknessof75mm. (Crusher broken). Stone screening type \"B\".
29	Providingandapplyingprimercoatoverpreparedsurfaceor granular base with bitumen emulsion(SS-1)as per IS: 8887 & manufacturer’[email protected]/10sqmwithaself propelledoftowedbitumenpressuresprayerequippedfor spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 (Including cleaning of road surface ).
30	Providing and applying tack coat on the prepared surface ,with bitumenemulsion(RS-1)asperIS:8887&manufacturer’s [email protected]/10sqm.Withaselfpropelledor towedbitumenpressuresprayerequippedforsprayingthe material uniformly atspecified ratesand temperaturesas per MORTH specification CI.503,112 ( Including cleaning of Road Surface).
31	Providingandlayingopengradedpremixcarpet20mmthick (compacted) on prepared surface in a single course as wearing courseaggregatesasperTable500-23,heatingbituminous [email protected]/10Sqm.(VG-30grade)andaggregatesin Hot Mix Plant, transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling withpowerroller,8-10tonnebutexcludingcostoftackand sealcoat.[MORTHSpecification:Clause511,112]Inciuliding Antistripping agent with all lead. InapprovedHotMixPlantasperclause6.5ofManual, includingloadingofaggregateswithF.EloaderwithVG-30 bitumen.
32	Providingandlayingsealcoatforsealingthevoidsina bituminous surface laid to the specified levels, grade and cross fall, including rolling with a smooth wheeled roller 8 - 10 tonne capacity finished to required level and grades, complete as per MORTH specification clause 513Type B - Premixed in in approved HMPas per clause 6.5 of manual having capacity 50 TPH comprising of aggregate (sand or grit) having size 2.36 mm to 180 micron @ 0.06 Cum per 10 Sqmandbitumenbinder(VG-30grade)@6.8Kg/10sqm andlayingbyhydrostaticpaverfinisherwithsensorcontrol, includingmixing,transportation,laying,rollingetc.complete - including carriage for all lead.
33	Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation andsubsequent filling aroundHume pipes/masonryin15cm. Layerswithcompactionincludingdisposalofallsurplussoil,as directedwithinaleadof1000meters.[MoRTHSpecification: Clause 301,304]. Ordinary Soil.
34	Providing and laying mechnically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres belowgroundleveland1.50metresaboveGround/Bed level.[MoRTH Specification : Clause 1000/1700]. Cement concrete 1:3:6 mix crushed stone aggregates 20mm nominal size.
35	Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level. [MoRTH Specfication: Clause 1000/1400]. Cement sand mortar 1:4.
36	ProvidingandlayingreinforcedcementconcretePipeNP3for culvertsonfirstclassbeddingofgranularmaterial insingle row incluidng fixing collar withcement mortar 1:2 but excluding excavation,protectionworks,backfilling,concreteandmasonry work in head wall and parapets Clause 2905.
37	300 mm dia
38	Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels [MoRTH Specfication: Clause: 1000/1300].
39	Providingandlayingcontrolledcementconcreteforcement concrete pavements including mixing and vibrations concrete withnecessaryneedlevibratorsandsurfacewithscreed board vibrating complete inall respectwith 20/25 mm stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including frame work, vaccume procesdewatering, seperatiom membaren of 125 micron thickness as antifraction layer, cutting of tranverses and longitudinal joints, 4 to 6 mm width with joint filling by sealent,25 mm wide Expansion joints using 25 mm impregated bitumen board including dowel bars in prescribed intervel with curing etc. as per specification. (-do-) with cement concrete M-30 grade.
40	Supply & fixing of precast reinforced cement concrete M-15 gradekilometrestoneofstandarddesignasperIRC:8- 1980, fixing in position in cement concrete 1:4:8 including painting and printing etc.
41	Ordinary Kilometre stone
42	200 M. Stone.
43	Providingandlayingofhotappliedthermoplastic compound inclusive type I reflectrosing glass beads as per table 800-3, 800-4 applied in uniform thickness of at least 2.5 mm andspread uniformlywith reflectorisingglass beads type II in addition @ 250 gms per Sqm with a road markingmachineasperIRC:35completewithtraffic diversion arrangement as per MORTH specification clause 803.4.
44	Supplyofsignboardsmadeof1.25mmM.S.sheetduly framed with 33.30mm OD MS black tube medium class as per IS:1239 (Part-I) 1979 with a inner support ofM.S. flat 12x3mmwholestructureisfixedontwopostsofBlack m.S. tube 42mm OD MS (Medium Class)as per IS : 1239 9Part-I) 1979 height 3 m. whole board is stove enamelled painting in Black & White alternate band of synthetic enamel. 150 cm. x 90 cm.
45	Construction of Pedestal for fixing of inauguration / foundationceremonystonepattikaforallbuildingand road work complete with clearing levelling and dressing of groundandfixingofgranitestoneonpedestalincluding costofgranitestoneandgroovingetc.instone/brick masonryasperdirectionofengineerincharge including all necessary arrangement, Size of Granite Pattika 0.90 Sqm.

Tender For Construction Of Various Kisan Path Roads Assembly Constituency Area Kishangarh Bass And Mundawar Package No. 14/2023-24 Under Kums Khairthal, Alwar-Rajasthan

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