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Ordinary Repairs Of Various Rural Roads Damaged Due To Heavy Rains In Jodhpur District. Package No.Eeo / Sdrf / 2022-23 / 11, 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 / 11. 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

34135854
Ordinary Repairs Of Various Rural Roads Damaged Due To Heavy Rains In Jodhpur District. Package No.Eeo / Sdrf / 2022-23 / 11
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 / 11

Key Value

Document Fees
INR 500 /-
EMD
INR 37600.0 /-
Tender Value
INR 18.80 Lakhs /-

BOQ Items

Name of Work: Ordinary repairs of various rural roads damaged due to heavy rains in Jodhpur District. Package No.EEO/SDRF/2022-23/11
Sl. No. Item Description
1ckoMh ls ckjk lM+d fdeh 0@0 ls 1@0 ,oa 13@0 ls 14@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"
5Filling 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-
6Providing & 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.
7ckoM+h ls dsykok dyka fdeh 0@0 ls 8@0
8Restoration 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.
9Providing 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.
10Providing, 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"
11Filling 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-
12Providing & 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.
13tqM+ ls dsykok dyka fdeh 0@0 ls 7@0
14Restoration 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.
15Providing 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.
16Providing, 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"
17Filling 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-
18Providing & 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.
19Hkokn ls nsorkvksa dh <+k.kh ok;k ekrkth dk efUnj fdeh 0@0 ls 9@0
20Restoration 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.
21Providing 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.
22Providing, 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"
23Filling 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-
24Providing & 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.
25lEidZ lMd fouk;diqjk fdeh 0@0 ls 4@0
26Restoration 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.
27Providing 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.
28Providing, 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"
29Filling 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-
30Providing & 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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