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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 |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance | Admitted-Finance |
Tender Value
Refer Docs
Closing Date
2 Mar 2021, 6:00 pmClosed
Er. Bir Singh
Executive Engineer TCC Division Jammu
Construction of PCC Toe wall from RD 2600-2850M of D-10 of MTC at spots
2021_IFC_117236_5
e-NIT No 29 of 2020-21
Open Tender
Civil Works - Canal
Item Rate
30 days
MTC
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Executive Engineer TCC Division Jammu
Exempted
3 Mar 2021
18 Feb 2021
3 Mar 2021
19 Feb 2021
2 Mar 2021
19 Feb 2021
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 likes not exceeding 10 sqm on plan, depth upto 1.5. M including disposal of excavated earth upto 1 mtr fro m cutting edge . In all kinds of soil.
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 ) @30% boulder
Centering and shuttering including strutting propping etc and removal of form for :
Wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Foundations, footings, bases of columns etc for mass concrete.
12MM cement plaster of mix: 1:4 ( 1: cement : 4 coarse sand)
Dumping of stone
Supply of stones Supply of stone boulder (nallah) nominal size 225MM (stack measurement reduced by 15%)
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 ro lling 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 18 Km
soling Stone average distance 18 km
Earth average distance 4 km
Sandeep Singh
Shri Bharat Bhushan Gupta
Ashok Kumar
DEEPAK BANOTRA GOVT CONTRACTOR
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