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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance 11 ANUPAM VIHAR ENGINEERS ENCLAVE GMS ROAD DEHRADUN UTTARAKHAND 248001 | DEHRADUN | UTTARAKHAND | 248001 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
Tender Value
₹7.2 L
EMD Value
₹14,430
Closing Date
9 Jan 2020, 6:00 pmClosed
Er. Vivek Kohli
Executive Engineer TCC Division Jammu
Construction of toe wall along the left bank of Balole Nallah for the protection of New Barrel of canal syphon
2019_IFC_87216_3
e-NIT No. 20 of 2019-20
Open Tender
Civil Works
Item Rate
20 days
Balole
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer TCC Division Jammu
₹14,430
Executive Engineer TCC Division Jammu
24 Jan 2020
2 Dec 2019
10 Jan 2020
2 Dec 2019
9 Jan 2020
2 Dec 2019
4 Dec 2019
Amount
E/work in excavation by Mech. Means (Hyd excavator) in trenches for foundations, drains pipes and cables etc not exceeding 1.5 M in width and for cesspits wells shafts and the like not exceeding 10 sqm on plan, including getting out excavated soil and disposal of surplus earth as directed within a lead of 50 m in all kinds of soil. D/D for disposed soil not leveled and neatly dressed.
Extra for every additional lift of 1.5 m or part thereof in. all kinds of soil.
Ist lift
Sypply of stone boulder (nallah) nomina size 225MM (stack measurement reduced by 15%)
Pumping out water caused by springs, tidals or river seepage, broken water mains or drains and the like
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering: All work upto plinth level.
1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) crushed.
1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) crushed
Dumping stone excluding cost of stones in Horizontal on level
Centering and shuttering including strutting propping etc and removal of form for :
Foundation, Footing, bases of columns etc for mass concrete
Wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
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.
Supplying and filling of RBM including consolidation in layers all complete
Providing and fixing of PVC pipes (110MM) for weep holes
Carriage of material by mechanical transport from source to site of work including loading unloading and stacking.
Sand and stone aggregate below 40mm nominal size average diatance 25 Km
Stone average distance 16 Km
Carriage of departmental material from store at satwari to site of work by MT including loading, unloading & stacking
Cement average distance 12 Km
Ashok Kumar
Ram Pal Sharma
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