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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance | Admitted-Finance |
Tender Value
₹21.5 L
EMD Value
₹43,000
Closing Date
2 Jun 2020, 4:00 pmClosed
Er. Maqbool Hussain
XEN PWD RNB DIVISION RAMBAN
BOQ
2020_PWDJK_96958_7
e-NIT No 01 of 2020-21 Dt. 18-05-2020
Open Tender
Civil Works
Item Wise
90 days
Banihal
NIT
2 documents required · 2 mandatory
₹600
Yes
XEN PWD RNB DIVISION RAMBAN
₹43,000
Yes
6 Jun 2020
18 May 2020
3 Jun 2020
19 May 2020
2 Jun 2020
19 May 2020
Amount
Providing and laying 75 mm thick on Prepared Sub grade / Subbase with crushed stone aggregate of specified grade clause 406 of IRC MORTH specificiation including mixing of crushed material with pre determinated qty of water which should not very from OMC determinated as per IS 2720 PT V-IIII by more than aggreate Limit in accordance with specification to form dense mass which is spread and rolled with vibiratory roller 80-100 Km speed whis should not exceed by 5 km by hour each layer and rolling should continue till 98% densety is achived to approved lines grades and cross sections . The mixing is to be prepared in wet mixing plant of suitable capacity including all lefts, carriage ,tools , Taes, material cost of Emulsion ( As per clause 502 of MORTH specifications )
Providing and laying25mm compacted thickness SDBC (semi dense Bituminous concrete) with bitumen of grade VG-10 @ 5% ( percentage by weight of total mix) and lime filler @ 2% ( percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity, using crushed stone aggregates of specified grading, premixing with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification,including seal coat etc complete and as per directions of Engineer-incharge.
Strenthening of shoulders /berms / surface dressing of the road by way of supply /spreading of river bed material in layers not exceeding 20 cm in depth including consolidation complete in all respect.
Drain clearance in soils mixed with moorum/Kankar/ Shingle boulders disposal lead upto 50 m & lift upto 1.5 m
Rehmatullah Naik
GULAM RASOOL WANI
M/S NEW CHENAB ENTERPRISES
Mohd Sharief Wani
MOHD FAROOQ NIZAMI
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