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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance R O 6 PATEL NAGAR LAST MORH JAMMU | JAMMU | JAMMU AND KASHMIR | 180001 | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance | Admitted-Finance |
Tender Value
₹14.4 L
Closing Date
23 Mar 2021, 12:00 pmClosed
Er Rajan Gupta
Executive Engineer PWD RandB Const Divn No I Jammu
Improvement / up-gradation of lane near H.No. 83 A/3 and 83 B/3 Trikuta Nagar by way of providing and laying 80mm thick paver finishing Interlocking Tiles (Under ARD Programme)
2021_PWDJK_120711_1
Short e-NIT No CD-I/187 of 2020-21 Dt 17-03-2021
Open Tender
Civil Works
Item Rate
15 days
Lane near H.No. 83 Trikuta Nagar 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
24 Mar 2021
17 Mar 2021
23 Mar 2021
17 Mar 2021
23 Mar 2021
17 Mar 2021
18 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
Providing and laying 80mm 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.
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. above 40mm size for an avg. lead of 10 Kms.
Stone agg. below 40mm size for an avg. lead of 10 Kms.
Sand for an avg. lead of 20 Kms.
Disposal of excavated earth / mulba for an avg. lead of 10 Kms.
ANIL SAINI
RAJ KUMAR SALGOTRA
Sudesh Kumar
Ravinder Nath Sharma
RAMAN KUMAR
Sunil Kumar
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