Public Works Department Tender
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Costs
EMD
₹ 30,921Document Cost
₹ 500Tender Fee
₹ 500
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEPWD_440497_1Bid Award Id
ViewTender No
NIT No 19 Division Sojat City year 2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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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)
2548
8
20995.52
... More
Add extra to item No. 6.2 for additional 0.1Kg per Sqm emulsion
2548
5
12918.36
... More
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
76.44
7445
569095.8
... More
(2) Repair work on Guda Kallan to Dunda Lambodi Km 0/0 to 2/300 Restoration of rain cuts with soil, moorum, gravel or a mixture of these including all leads and lifts and cost of arrangement of land, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammer to restore the original alignment levels & slopes complete as per MORTH specification Clause 3002.
90
101
9090
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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.
12.94
1092
14130.48
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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.
55.2
284
15676.8
... More
Filling pot-holes and patch repairs with open-graded premix surfacing, 20 mm with removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Clause 503, back filling the pot holes with hot bituminous material as per clause 511 using bitumen mixed in hot mix plant 40-60 TPH capacity and carriage with all lead, compacting with 8-10 tonne smooth wheel roller, trunming & finishing the surface to form a smooth continous surface, all as per MORTH specification Clause 3004.2 Bitumen grade VG-30
623.5
114
71079
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Providing & laying premixed seal coat on patch area comprising of thin application of fine aggregate (0.06 cum/10Sqm) premixed with 6.8 Kg./10 Sqm, binder VG-10 grade in approved hot mix plant and laying & rolling with power roller 8-10 tonne including all lead of mix material.
623.5
45
28057.5
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(3)Repair work on Rendri to Alawas Km 0/0 to 2/500 Restoration of rain cuts with soil, moorum, gravel or a mixture of these including all leads and lifts and cost of arrangement of land, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammer to restore the original alignment levels & slopes complete as per MORTH specification Clause 3002.
90
101
9090
... More
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.
14.06
1092
15353.52
... More
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.
37.5
284
10650
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Filling pot-holes and patch repairs with open-graded premix surfacing, 20 mm with removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Clause 503, back filling the pot holes with hot bituminous material as per clause 511 using bitumen mixed in hot mix plant 40-60 TPH capacity and carriage with all lead, compacting with 8-10 tonne smooth wheel roller, trunming & finishing the surface to form a smooth continous surface, all as per MORTH specification Clause 3004.2 Bitumen grade VG-30
722.63
114
82379.82
... More
Providing & laying premixed seal coat on patch area comprising of thin application of fine aggregate (0.06 cum/10Sqm) premixed with 6.8 Kg./10 Sqm, binder VG-10 grade in approved hot mix plant and laying & rolling with power roller 8-10 tonne including all lead of mix material.
722.63
45
32518.35
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(4) Repair work on SH-58 Roopawas to Devasiyo Ki Dhani Km 0/0 to 2/500 Restoration of rain cuts with soil, moorum, gravel or a mixture of these including all leads and lifts and cost of arrangement of land, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammer to restore the original alignment levels & slopes complete as per MORTH specification Clause 3002.
48
101
4848
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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.
17.86
1092
19503.12
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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.
75
284
21300
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Filling pot-holes and patch repairs with open-graded premix surfacing, 20 mm with removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Clause 503, back filling the pot holes with hot bituminous material as per clause 511 using bitumen mixed in hot mix plant 40-60 TPH capacity and carriage with all lead, compacting with 8-10 tonne smooth wheel roller, trunming & finishing the surface to form a smooth continous surface, all as per MORTH specification Clause 3004.2 Bitumen grade VG-30
656.25
114
74812.5
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Providing & laying premixed seal coat on patch area comprising of thin application of fine aggregate (0.06 cum/10Sqm) premixed with 6.8 Kg./10 Sqm, binder VG-10 grade in approved hot mix plant and laying & rolling with power roller 8-10 tonne including all lead of mix material.
656.25
45
29531.25
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(5)Repair work on NH-162 to Mamawas Km 0/0 to 4/0 Restoration of rain cuts with soil, moorum, gravel or a mixture of these including all leads and lifts and cost of arrangement of land, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammer to restore the original alignment levels & slopes complete as per MORTH specification Clause 3002.
75
101
7575
... More
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.
33.75
1092
36855
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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.
60
284
17040
... More
Filling pot-holes and patch repairs with open-graded premix surfacing, 20 mm with removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Clause 503, back filling the pot holes with hot bituminous material as per clause 511 using bitumen mixed in hot mix plant 40-60 TPH capacity and carriage with all lead, compacting with 8-10 tonne smooth wheel roller, trunming & finishing the surface to form a smooth continous surface, all as per MORTH specification Clause 3004.2 Bitumen grade VG-30
1122.83
114
128002.62
... More
Providing & laying premixed seal coat on patch area comprising of thin application of fine aggregate (0.06 cum/10Sqm) premixed with 6.8 Kg./10 Sqm, binder VG-10 grade in approved hot mix plant and laying & rolling with power roller 8-10 tonne including all lead of mix material.
1122.83
45
50527.35
... More
(6)Repair work on Khokhra to Pachunda Khurd Via Kumharo Ki Piau km 0/0 to 2/800 Restoration of rain cuts with soil, moorum, gravel or a mixture of these including all leads and lifts and cost of arrangement of land, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammer to restore the original alignment levels & slopes complete as per MORTH specification Clause 3002.
30
101
3030
... More
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.
16.81
1092
18356.52
... More
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.
42
284
11928
... More
Filling pot-holes and patch repairs with open-graded premix surfacing, 20 mm with removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Clause 503, back filling the pot holes with hot bituminous material as per clause 511 using bitumen mixed in hot mix plant 40-60 TPH capacity and carriage with all lead, compacting with 8-10 tonne smooth wheel roller, trunming & finishing the surface to form a smooth continous surface, all as per MORTH specification Clause 3004.2 Bitumen grade VG-30
847.04
114
96562.56
... More
Providing & laying premixed seal coat on patch area comprising of thin application of fine aggregate (0.06 cum/10Sqm) premixed with 6.8 Kg./10 Sqm, binder VG-10 grade in approved hot mix plant and laying & rolling with power roller 8-10 tonne including all lead of mix material.
847.04
45
38116.8
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