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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
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Tender Value
₹7.5 L
Closing Date
13 Mar 2021, 12:00 pmClosed
Er Rajan Gupta
Executive Engineer PWD RandB Const Divn No I Jammu
Repair and renovation of road as well as drain at W.No. 5 Hakkal near Sita Grand Resort (2nd Call)
2021_PWDJK_119570_1
Fresh Short e-NIT No CD-I/173 of 20-21 Dt 6-3-21
Open Tender
Civil Works
Item Rate
15 days
W.No. 5 Hakkal Sita Grand Resort Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD RandB Const Divn No I Jammu
Exempted
Jammu
15 Mar 2021
6 Mar 2021
13 Mar 2021
6 Mar 2021
13 Mar 2021
6 Mar 2021
9 Mar 2021
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 1:4:8 (1 cement : 4 coarse sand : 8 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.
watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in all kinds of soil.
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 agg. / Sand for an avg. lead of 20 Kms.
Earth for an avg. lead of 2 Kms.
M/S SUNIL KUMAR GOVT CONTRACTOR AND SUPPLIER
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