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Ordinary Repairs Of Various Rural Roads Damaged Due To Heavy Rains In Jodhpur District. Package No.Eeo / Sdrf / 2022-23 / 04, jodhpur-Rajasthan

Public Works Department-PWD has published Ordinary Repairs Of Various Rural Roads Damaged Due To Heavy Rains In Jodhpur District. Package No.Eeo / Sdrf / 2022-23 / 04. Submission Date for this Tender is 03-10-2022. Road Work Tenders in jodhpur Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

34135856
Ordinary Repairs Of Various Rural Roads Damaged Due To Heavy Rains In Jodhpur District. Package No.Eeo / Sdrf / 2022-23 / 04
Open Tender
Indian
Rajasthan
jodhpur
03-10-2022

Tender Details

Ordinary Repairs Of Various Rural Roads Damaged Due To Heavy Rains In Jodhpur District. Package No.Eeo / Sdrf / 2022-23 / 04

Key Value

Document Fees
INR 500 /-
EMD
INR 45500.0 /-
Tender Value
INR 22.75 Lakhs /-

BOQ Items

Name of Work: Ordinary repairs of various rural roads damaged due to heavy rains in Jodhpur District. Package No.EEO/SDRF/2022-23/04
Sl. No. Item Description
1vksfl;ka&fraojh lM+d fdeh 0@0 ls 7@0
2Restoration 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.
3Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto 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.
4Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-6 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory rollerin 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"
5Providing and applying tack coat on the prepared surface ,withbitumen emulsion as per IS : 8887 & manufacturer’s specifications @ 2.75 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) Add extra to item No. 6.2 for additional 0.1Kg per Sqm emulsion
6Providing 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 all leads f.[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.
7Providing 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 511.Laying by Mechnical Means Type 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 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 With all leads
8lEidZ lM+d fcxeh fdeh 0@0 ls 1@700
9Restoration 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.
10Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto 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.
11Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-6 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory rollerin 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"
12Filling 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 usingbitumen 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- do- VG-30 -do-
13Providing & 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.
14[ksrklj ls vksfl;ka lM+d fdeh 0@700 ls 4@700
15Restoration 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.
16Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto 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.
17Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-6 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory rollerin 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"
18Filling 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 usingbitumen 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- do- VG-30 -do-
19Providing & 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.
20vksMhvkj&11 ls csxfM+;k lM+d fdeh 0@0 ls 3@0
21Restoration 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.
22Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto 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.
23Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-6 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory rollerin 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"
24Filling 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 usingbitumen 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- do- VG-30 -do-
25Providing & 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.
26ckjka [kqnZ ls ckjka dyka ok;k dSIVu jsaorflag dh <+k.kh lM+d fdeh 0@0 ls 4@100
27Restoration 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.
28Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto 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.
29Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-6 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory rollerin 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"
30Filling 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 usingbitumen 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- do- VG-30 -do-
31Providing & 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.
32lEidZ lM+d tkVhiqjk fdeh 0@0 ls 2@950
33Restoration 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.
34Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto 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.
35Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-6 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory rollerin 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"
36Filling 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 usingbitumen 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- do- VG-30 -do-
37Providing & 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.
38lEidZ lM+d Hkk[kjksa dh <+k.kh fdeh 0@0 ls 3@500
39Restoration 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.
40Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto 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.
41Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-6 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory rollerin 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"
42Filling 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 usingbitumen 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- do- VG-30 -do-
43Providing & 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.
44lEidZ lM+d flejFk uxj fdeh 0@0 ls 3@0
45Restoration 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.
46Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto 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.
47Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-6 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory rollerin 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"
48Filling 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 usingbitumen 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- do- VG-30 -do-
49Providing & 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.
50Hkk[kjksa dh <+k.kh ls exjkuxj lM+d fdeh 0@0 ls 4@0
51Restoration 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.
52Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto 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.
53Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-6 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory rollerin 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"
54Filling 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 usingbitumen 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- do- VG-30 -do-
55Providing & 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.
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