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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 |
Tender Value
₹5.6 L
EMD Value
₹11,160
Closing Date
21 Dec 2020, 4:30 pmClosed
Er Parvez Malik
Executive Engineer PWD RandB Const Divn No I Jammu
Improvement/up-gradation of road by way of providing and laying of 60mm thick Interlocking Paver Tiles on road from Old Dewangarh to Main road Chakroi Tamana Place including Shamshan Ghat Chakroi link (Under District Plan) (2nd Call)
2020_PWDJK_111558_1
Short e-NIT No CD-I/102 of 2020-21 Dated 14-12-20
Open Tender
Civil Works
Item Rate
30 days
Old Dewangarh Chakroi R.S.Pura Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD RandB Const Divn No I Jammu
₹11,160
Yes
Jammu
31 Dec 2020
15 Dec 2020
22 Dec 2020
15 Dec 2020
21 Dec 2020
15 Dec 2020
18 Dec 2020
Amount
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed 1 meter from cutting edge in all kinds of soil.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns.
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
Stone aggregate / Sand /Bajri for an avg. lead of 30 Kms.
Disposal of excavated earth /mulba for an avg. lead of 5 Kms.
Kishore Kumar Sharma
Shamsher Singh
Sushank Rattan
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