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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accept |
| 2 | Accepted-Technical | Accepted-Technical Accept |
| 3 | Rejected-Technical | Rejected-Technical Reject |
Tender Value
₹4.9 Cr
EMD Value
₹7.3 L
Closing Date
4 Jan 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
The Executive Engineer NH Division Hassan
Office of the EE NH Division Hassan
Re-Surfacing to Gangamula-Kottigehara SH-66 Road from ch 10.00-20.00 km in Mudigere Taluk. Job No-CRIF-KNT-2023-24-204
2024_MoRTH_841392_1
EE/NHD/HSN/AE1/CRIF/NIT9/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Mudigere
As per tender document
7 documents required · 7 mandatory
₹5,000
As per NIT
₹7.3 L
16 Jan 2025
24 Dec 2024
6 Jan 2025
24 Dec 2024
4 Jan 2025
24 Dec 2024
24 Dec 2024 - 30 Dec 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing Grass and Removal of Rubbish -Clearing grass and removal of rubbish outside the periphery of the area. By Manual Means. With all lead, lift and other incidental charges. as per the direction of Engineer-In-Charge of the work. | - | Hectare | - | - |
| 2 | Removal of Unserviceable Soil with Disposal Removal of unserviceable soil including excavation, loading and disposal lead but excluding replacement by suitable soil which shall be paid separately as per clause 305 including all labour, load, unload, usage charges of all machinery etc., complete With all lead, lift and other incidental charges complete. as per the direction of Engineer-In-Charge of the work | - | Cum | - | - |
| 3 | Dismantling of flexible pavements:Dismantling of flexible pavements and disposal of dismantled materials stacking serviceable and unserviceable materials separately. including all labour, usage charges of all machinery, lift, load, unload, transportation etc., with all other incidental charges complete. (Dismantled material to be transported mechanically) as per the directions of Engineer-In-Charge of the work. (ii) A Bituminous courses - By Mechanical Means | - | Cum | - | - |
| 4 | Excavation in Soil using Hydraulic Excavator and Tippers with Disposal Excavation for road work in soil by hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location, with all lifts and including all labour, load, unload, usage charges of all machinery etc.,with all other incidental charges complete as per the directions of Engineer-In-Charge of the work | - | Cum | - | - |
| 5 | Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with Disposal Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections transporting to embankment location, within all lifts and including all labour, load, unload, usage charges of all machinery etc., with all other incidental charges complete as per the directions of Engineer-In-Charge of the work | - | Cum | - | - |
| 6 | Granular Sub-Base with Close /Coarse Graded Material
(Table:- 400-1) Plant mix method:Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 including protection of edges of GSB layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., with all other incidental charges complete (Compacted thickness) as per the direction of Engineer-In-Charge of the work. A (ii) Grading-II Material (Close graded) | - | Cum | - | - |
| 7 | Wet Mix Macadam (Plant Mix Method):Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., with all other incidental charges complete, (Compacted thickness) as per the direction of Engineer-In-Charge of the work. B. Laying Using Grader | - | Cum | - | - |
| 8 | Prime Coat over WMM/WBM-Providing and applying primer coat with SS1 bitumen emulsion complying IS-8887 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. as per table-500-3, including cost of all materials, labour, usage charges of all machinery, lead, lift, loading & unloading etc., with all other incidental charges complete, as per the directions of Engineer-In-Charge of the work | - | Sqm | - | - |
| 9 | Tack Coat on Granular surfaces -Providing and applying tack coat with bitumen emulsion(RS1) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery,lead, lift, loading & unloading etc., with all other incidental charges complete, as per the directions of Engineer-In-Charge of the work | - | Sqm | - | - |
| 10 | Tack Coat on Bituminous surfaces -Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, lead, lift, loading & unloading etc., with all other incidental charges complete, as per the direction of Engineer-In-Charge of the work | - | Sqm | - | - |
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