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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Rejected-Technical | Rejected-Technical Bid declaration form not uploaded |
Tender Value
₹12.3 L
Closing Date
26 Feb 2022, 6:00 pmClosed
Er. Surinder Kumar
Tawi Canal Const Division Jammu
Pitching and grouting/ construction of PCC Toe wall by way of construction of Toe wall/ plugging from RD 1200-1950M of D10 at spots
2022_IFC_161340_7
e-NIT No. 33 of 2021-22 dated 19.02.2022
Open Tender
Civil Works
Item Wise
60 days
Pitching and grouting/ construction of PCC Toe wal
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Executive Engineer TCC Division Jammu
Exempted
16 Mar 2022
19 Feb 2022
28 Feb 2022
20 Feb 2022
26 Feb 2022
20 Feb 2022
Amount
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc ( not exceeding 1.5 in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, including dressing of sites and ramming of bottoms lift upto 1.5M, including getting out excavated earth and disposal of surplus excavated earth as directed 1 meter from cutting edge
P/L in position cement conc. of specified grade excluding the cost of centering and shuttering. All work upto plinth level.
1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size ) crushed
Dry stone pitiching (any thickness excluding cost of stones)
Horizontal
Slopes
Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing
Centering and shuttering including strutting propping etc and removal of form for :
Foundation, Footing, bases of columns etc for mass concrete
Walls any thickness including attached pilasters buttresses plinth and string course etc.
12MM cement plaster of mix: 1:4 ( 1: cement : 4 coarse sand)
Supply of stones Supply of stone boulder (nallah) nominal size 225MM (stack measurement reduced by 15%)
Dumping stone excluding cost of stones in Horizontal on level
Filling available excavated earth (excluding rock in trenches plinth sides of foundations etc 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 .Deduct for not watering the excavated earth for banking.
Earth work in rough excavation banking excavated earth in layers not exceeding 20 Cm in depth, breaking clods, watering, rolling each layer with half tonne roller or wooden or steel rammer and rolling every third and top most layer with power roller of minimum 8 tonne and dressing up in embankments for roads flood banks marginal banks and guide or filling up gro und depressions lead upto 50 m and lift upto 1.5 m . All kinds of s oil.Deduct for not rolling with power roller of min 8 tonne for banking excavated earth in layer not exceeding 20 Cm in depth. Deduct for not watering the excavated earth for banking .
Carriage of material by Mechanical transport from source to site of work including loading unloading and stacking
Sand and agg average distance 12 Km
Soling stone average distance 12 Km
Earth average distance 5 Km
Ram Pal Sharma
Shri Bharat Bhushan Gupta
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