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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹1.8 L
EMD Value
₹3,580
Closing Date
27 Jan 2022, 6:00 pmClosed
Executive Engineer Irrigation Div. No.II Jammu
Executive Engineer Irrigation Div. No.II Jammu
Improvement of canal section of D-9 between RD 1600-3600 Mtr, RD 8000-9300 Mtr and RD 22100-22300 Mtr at various places- Parapet/Ramp/Concrete Walling at RD 8730 Mtr under State Sector Capex Budget. 3rd Call
2022_IFC_157641_1
Fresh E-NIT No. 29 of 01/2021-22
Open Tender
Civil Works - Canal
Percentage
30 days
Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Engineer Irrigation Div. No.II Jammu
₹3,580
10 Mar 2022
20 Jan 2022
28 Jan 2022
20 Jan 2022
27 Jan 2022
20 Jan 2022
Amount
Earth work in excavation by manual means over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Dry stone pitching (any thickness) excluding cost of stones- On Slopes.
Dumping of stones.
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 and carriage of material. (Complete Job).
Supply of stones.
12mm Cement plaster of mix 1 : 4 ( 1 cement : 4 coarse sand)
Carriage of sand from source to site of work AV 20 KM by MT.
Carriage of bajri from source to site of work AV 20 KM by MT.
Carriage of stones from source to site of work AV 10 KM by MT.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, including all leads and lifts.
M/S SUNIL BASSAN
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