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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹40,000
Closing Date
24 Aug 2020, 6:00 pmClosed
Executive Engineer, NH, Thane
Executive Engineer, NH, Thane
Ordinary Repairs- During Pre monsoon repairs to Sinnar - Ghoti - Trimbakeshwar - Jawhar - Palghar road NH-160A in Km. 211/600 to 217/700 (Section between NH-48 to Palghar) district Palghar in the State of Maharashtra.(3rd call)
2020_MoRTH_569772_2
No./NHD-THANE/TC/1028/2020-21
Open Tender
Civil Works - Roads
Works
120 days
Thane
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,180
Executive Engineer
₹40,000
31 Aug 2020
19 Aug 2020
25 Aug 2020
19 Aug 2020
24 Aug 2020
19 Aug 2020
Amount
Item No. 1:-Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates)
Item No.2:-BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.4 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-40 bulk bitumen rates are considered to arrive at rates)
Item No. 3:-Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates)
Item No. 4:-BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.40 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-40 bulk bitumen rates are considered to arrive at rates)
Item No. 5:-Supplying 40mm hand broken metal of trap / granite / quartzite / gneiss stone aggregate at the road side, including conveying and stacking etc. complete for use in bituminious road surface.
Item No. 6:-Supplying 25 mm crushed metal of trap / granite / quartzite / gneiss stone aggregate at the road side, including conveying and stacking etc. complete for use in bituminious road surface.
Item No. 7:-Supplying stone dust of trap / granite / quartzite / gneiss stone aggregate at the road side, including conveying and stacking etc. complete for use in bituminious road surface.
Item No. 8:-Spreading hand broen metal, crushed metal and stone dust.
Item No. 9:-Hire charges for Diesel Road Roller DPR 8/10 Ton.
Item No. 10:-Hire charges for Tipper-6Cum cap
Item No. 11:-Supply of ready mix patch repairing compound as per section 3000.2.2 (filling pothole and pacthes repair with specific approval of the engineer) , MORT&H specification for roads and bridge works , 5th Revision for instant repair of surface defects of road under all weather conditions. The premix should consist of a binder with hydrophilic properties and accelerated adherence to all types of aggregate and can be applied on all patches and potholes including water logged patches and potholes and in rainy conditions. The material should be suitable for both Bituminious and concrete roads with quick setting properties and allow traffic to be released within 10 mins of patch or pothole repair the material should for use on roads with both passenger and heavy commercial vehicals . The Mix should be suitable for reparing of surfacing course and should be comparising of fine aggregate 0-10 mm , (5.5-7.5%)additives as required mix should packed in bags which can be esily handled manually and be storable under normal storage conditions for at least 8 months.
Item No. 12:-Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.
Item No. 13:-Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.
Item No. 14:-Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
Item No. 15:-Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed.
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