Immediate Repair And Rehabilitation Work On Various Roads In Pwd Sub Div . Gulabpura Under Sdrf Scheme
Tender Value
39.10 Lakhs
Estimated cost
Bid Submission
16 Oct 2019
0 days left
EMD
78200
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Asind → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Immediate Repair And Rehabilitation Work On Various Roads In Pwd Sub Div . Gulabpura Under Sdrf Scheme
BOQ
| Name of Work : Immediate Repair & Rehabilitation work on Various Roads in PWD Sub Div. Gulabpura Under SDRF Scheme | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Part - I - Hurda Agucha Banera Road (SH-39-A) Km. 0/0 to 22/0 \nProviding and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).\nGrading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 15\nTo achieve 95% Proctor density | 624.94 | Cum. | |
| 2 | 2 | Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Crushable screening 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 specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured)\nGrading no.3 (53-22.4 mm) crusher broken | 556.88 | Cum. | |
| 3 | 3 | Add extra for WBM patching work | 556.88 | Cum. | |
| 4 | 4 | Providing and laying 20 mm thick premix patching with 0.27 cum of stone chipping ( 0.18 cum of 13.2 mm size and 0.09 cum of 11.2 mm size ) mixed with 14.6 kg of straight run bitumen per 10 sqm of road surface including heating of binder and aggregate, cleaning the area of patch, pot holes cut to regular shape with vertical sides, removing all loose & disintegrated material, application of tack coat @ 2.25 kg per 10 sqm., laying of patching material and compacting with 8-10 tonne power road roller including cost of bitumen , aggregate, fuel, lubrication, binder ,hire charges of Machinery, T&P etc. | 14025 | Sqm. | |
| 5 | 5 | Part - II - Gulabpura Sanganer Road (ODR-10) Km. 4/0 to 17/0\nProviding and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).\nGrading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 15\nTo achieve 95% Proctor density | 212.06 | Cum. | |
| 6 | 6 | Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Crushable screening 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 specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured)\nGrading no.3 (53-22.4 mm) crusher broken | 98.44 | Cum. | |
| 7 | 7 | Add extra for WBM patching work | 98.44 | Cum. | |
| 8 | 8 | Providing and laying 20 mm thick premix patching with 0.27 cum of stone chipping ( 0.18 cum of 13.2 mm size and 0.09 cum of 11.2 mm size ) mixed with 14.6 kg of straight run bitumen per 10 sqm of road surface including heating of binder and aggregate, cleaning the area of patch, pot holes cut to regular shape with vertical sides, removing all loose & disintegrated material, application of tack coat @ 2.25 kg per 10 sqm., laying of patching material and compacting with 8-10 tonne power road roller including cost of bitumen , aggregate, fuel, lubrication, binder ,hire charges of Machinery, T&P etc. | 5850 | Sqm. | |
| 9 | 9 | Part - III - Rupaheli Agucha Road (VR-215) Km. 0/0 to 12/0\nProviding and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).\nGrading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 15\nTo achieve 95% Proctor density | 232.88 | Cum. | |
| 10 | 10 | Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Crushable screening 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 specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured)\nGrading no.3 (53-22.4 mm) crusher broken | 84.38 | Cum. | |
| 11 | 11 | Add extra for WBM patching work | 84.38 | Cum. | |
| 12 | 12 | Providing and laying 20 mm thick premix patching with 0.27 cum of stone chipping ( 0.18 cum of 13.2 mm size and 0.09 cum of 11.2 mm size ) mixed with 14.6 kg of straight run bitumen per 10 sqm of road surface including heating of binder and aggregate, cleaning the area of patch, pot holes cut to regular shape with vertical sides, removing all loose & disintegrated material, application of tack coat @ 2.25 kg per 10 sqm., laying of patching material and compacting with 8-10 tonne power road roller including cost of bitumen , aggregate, fuel, lubrication, binder ,hire charges of Machinery, T&P etc. | 5400 | Sqm. | |
| 13 | 13 | Part - III - Rupaheli Chatarpura Road (VR-735) Km. 0/0 to 3/500\nProviding and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).\nGrading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 15\nTo achieve 95% Proctor density | 39.38 | Cum. | |
| 14 | 14 | Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Crushable screening 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 specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured)\nGrading no.3 (53-22.4 mm) crusher broken | 29.53 | Cum. | |
| 15 | 15 | Add extra for WBM patching work | 29.53 | Cum. | |
| 16 | 16 | Providing and laying 20 mm thick premix patching with 0.27 cum of stone chipping ( 0.18 cum of 13.2 mm size and 0.09 cum of 11.2 mm size ) mixed with 14.6 kg of straight run bitumen per 10 sqm of road surface including heating of binder and aggregate, cleaning the area of patch, pot holes cut to regular shape with vertical sides, removing all loose & disintegrated material, application of tack coat @ 2.25 kg per 10 sqm., laying of patching material and compacting with 8-10 tonne power road roller including cost of bitumen , aggregate, fuel, lubrication, binder ,hire charges of Machinery, T&P etc. | 1575 | Sqm. |
AI Tender Summary
Tender Timeline
Oct 11, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 16, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 18, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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