Jodhpur Development Authority Tender
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Costs
EMD
₹ 3,00,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_JDAJO_428879_4Bid Award Id
ViewTender No
JoDA/Nit-29/HQ/2024-25Tender Authority
Jodhpur Development Authority ViewPurchaser Address
-Website
http://https://urban.rajasthan.gov.in/joda
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Documents
BOQ Items
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Demolishing cement concrete including disposal of material within 50 meter lead : 1:3:6 or richer mix.
1
637
637
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 4: 8 or leaner mix.
1
393
393
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Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead upto 495 metres, excluding of compensation of earth [MoRTH specification : Clause 301 to 305] Mechanically by power shovel, including mechanical loading and carriage by tipper/dumper (6T capacity)
1
40
40
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Construction of rockfill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibrato
1
57
57
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Carriage of Sand, bajri, ballast, stone, boulders, kankar & gravelly material includind loading & unloading up to 5 km lead
1
119
119.96
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Dressing of earth work including cutting and filling upto 15cm [MoRTH Specification Clause 301 to 305]
1
29
29
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Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : For grading-III with CBR value not less than 20. to attain 100% proctor density.
1
410
410
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Providing, laying, spreading and compacting stone aggregate of as per table 400-12 and 400-13 Wet Mix Macadam specification including premixing the material with water to OMC inwet mix plant as per approved design mix, carriage of mixed material by Tipper to site laying in uniform layers with motor grader/F.E.Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibrotry roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical mean with lead up to 20 Km.
1
1310
1310
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Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-6 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory roller 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 I , 63 mm to 45 mm @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken)Stone screening type 'B'
1
1250
1250
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Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-6 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory roller 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, 53 mm to 22.4 mm, @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken) Stone screening type 'B'
1
1300
1300
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Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502, 501.5.2,112 ( Including cleaning of road surface )
1
22
22
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Providing and applying tack coat on the prepared surface ,with bitumen emulsion as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI.503, 501.5.2,112 ( Including cleaning of Road Surface)
1
8
8
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Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500 - 6, grading -1for base / binder course including loading of aggregates with F.E loader and heating and mixing of stone aggregate and bitumen in approved hot mix plant as per clause 6.5 of manual transporting the mixed material in tipper to paver and laying mixed material with sansor paver finisher to the required level and grade rolling by power roller & vibratory compactor to achieve the desired density (approved by the department )excluding cost of primer /tack coat [MoRTH Specification : Clause 504,112] 50-100 mm compacted thickness with 3.30% bitumen with lead of mix 20 Km. Grading II (19 mm nominal size) 3.4 % of Bitumen mix Bitumen Grade VG-30
1
4650
4650
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Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader heating of binder aggregate and filler in approved hot mix plant as per clause 6.5 of manual transporting the mixed material by tippers and laying with sansor paver finisher as per clause 505.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 505,112] Grading II (19 mm nominal size) - Bitumen @ minimum 4.5 % of mix (VG-30 grade) & thickness 50 - 75 mm
1
6050
6050
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Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-16 for wearing course including loading of aggregate with F.E loader and hot mixing of binder and 2% cement filler with aggregates in approved hot mix plant as per clause 6.5 of manual Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clouse 507.3.5) to the required level , grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 KN,TP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MORTH Specification : Clause -507,112) Grade-II Bitumen @ 5.4 % of mix With lead of mix material 1 KM VG-30 grade
1
7600
7600
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Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course aggregates as per Table 500-24, heating bituminous binder @ 14.6 Kg/10 Sqm.(VG-30 grade) and aggregates in Hot Mix Plant, transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne but excluding cost of tack and seal coat with lead for mix of material with all lead .[MORTH Specification : Clause 510,112] In approved Hot Mix Plant as per clause 6.5 of Manual, including loading of aggregates with F.E loader with VG-30 bitumen.
1
115
115
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Providing and laying seal coat for sealing the voids in a 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 511Type B - Premixed in in approved HMP as 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 Sqm and bitumen binder (VG-30 grade) @ 6.8 Kg / 10 sqm and laying by hydrostatic paver finisher with sensor control, including mixing, transportation, laying, rolling etc. complete - including carriage for 20 Km. lead.
1
46
46
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Providing and laying of hot applied thermoplastic compound inclusive type I reflectrosing glass beads as per table 800-9, 800-10 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type II in addition @ 250 gms per Sqm with a road marking machine as per IRC: 35 complete with traffic diversion arrangement as per MORTH specification clause 803.4.
1
431
431
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Providing & fixing Two way reflective Plastic body raised road studs with anchor with shank 100x100x19.8 special reflective elements 19 degree tilted etc. complete made by swareflex at 9 m. centre to centre on edge lenes, lane lines and 1 m. centre to centre on pedestrai crossing including fixing, cost of conveyance of all materials to site including labour and hire charges for machineries involved etc. complete as per standard specifications and directions of the Engineer-in-charge..
1
306
306
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Providing and fixing Machine pressed cement concrete (M-20) compressed with hydraulic compression machine kerbs or dands of size upto 60 cm. Length as per drawing, jointing with cement mortar (1:3) over 20mm thick base cement mortar (1:6) & painting the exposed surface with enamel paint of approved brand complete work as per direction of Engineer-in-charge size 15 cm. x 38 cm..
1
275
275
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Painting two coats after filling the surface with synthetic enamel paint in all shades on plastered concrete surfaces as per MORTH specifications Cl. 803. New Surface
1
103
103
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Painting two coats after filling the surface with synthetic enamel paint in all shades on plastered concrete surfaces as per MORTH specifications Cl. 803. Old surface
1
92
92
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Supplying & fixing 560mm dia opening SFRC manhole frame & cover as per IS : 12592-2002 in existing manholes including grouting the frame in PCC M-15 complete in all respect as directed by the Engineer.HD-20
1
2685
2685
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Raising precast circular manhole cover and frame by taking out existing precast frame and cover, providing and fixing precast SFRC circular spacer of height 100/125/150mm, re-fixing existing manhole cover frame and cover with cement sand mortar (1:3), including making good the damage, complete as directed by Engineer.
1
1828
1828
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Labour charges for making connection of sewer line through main hole.
1
649
649
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Making connection of G.I. distribution branch with G.I. main including all fitting. Upto 25mm dia
1
265
265
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P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant 110mm dia
1
282
282
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge.
(External work).15 mm nominal size
1
167
167
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