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Tender Value
₹2.1 L
EMD Value
₹2,057
Closing Date
10 Mar 2020, 6:55 pmClosed
Executive Engineer
Executive Engineer RCC Lower Division Hiranagar
Improvement Remodelling of Feeder channel of Channi escape of Main Ravi Canal at village channi arorian
2020_IFC_94116_3
e-NIT No. 11 of 2019-20
Open Tender
Civil Works - Canal
Item Rate
25 days
Hiranagar
As per SBD
2 documents required · 2 mandatory
₹600
Executive Engineer RCC Lower Division Hiranagar
₹2,057
Executive Engineer RCC Lower Division Hiranagar
14 Mar 2020
3 Mar 2020
11 Mar 2020
3 Mar 2020
10 Mar 2020
3 Mar 2020
3 Mar 2020 - 7 Mar 2020
7 Mar 2020
Amount
Dismantling concrete grouted stone pitching in aprons, drains etc. including stacking of serviceable material & disposal of unserviceable material, stacking/disposal lead upto 100 metres.
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth upto 1.5mtr. Including disposal of excavated earth upto 1mtr from cutting edge, disposed earth is to be levelled and neatly dressed in: All kind of soil
Dry stone pitching (any thickness) excluding cost of stones. a) On Horizontal
Grouting of stone pitching using M-1 0 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 3.65 cum per 100 sq m on horizontal/side slopes; complete including curing. (a) Crushed
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) (A) Crushed
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) : Crushed
Dumping stone excluding cost of stones.: In Horizontal on level
Centring and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns etc. for mass concrete.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m
Carriage of Materials from Source to site of work Carriage of sand & stone agg. Below 40mm nominal size av. 2 Km by Mechanical Transport
RAMANDEEP SINGH CONSTRUCTIONS
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