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Tender Value
₹3.9 L
EMD Value
₹7,720
Closing Date
24 Jan 2025, 11:00 amClosed
Executive Engineer
Executive Engineer RCC Lower Division Hiranagar
Restoration of damaged portion of Ujh Canal at RD 4200M Part A
2025_IFC_270013_9
e-NIT No. 14 of 2024-25
Open Tender
Civil Works - Canal
Item Rate
25 days
Hiranagar
As per NIT
2 documents required · 2 mandatory
₹600
Executive Engineer RCC Lower Division Hiranagar
₹7,720
Executive Engineer RCC Lower Division Hiranagar
4 Feb 2025
11 Jan 2025
24 Jan 2025
11 Jan 2025
24 Jan 2025
11 Jan 2025
11 Jan 2025 - 15 Jan 2025
15 Jan 2025
Amount
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 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)
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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand)
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:
Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.
Dumping stone excluding cost of stones. in Horizontal on level
Dry stone pitching (any thickness) excluding cost of stones. On Slopes
Dry stone pitching (any thickness) excluding cost of stones. On Horizontal
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix)
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
Supply of stone
Carriage of Materials from Source to site of work a) Carriage of stone av. 6 Kms by Mechincal Transport
Carriage of Materials from Source to site of work b) Carriage of earth av. 2 Kms by Mechincal Transport
Carriage of Materials from Source to site of work c) Carriage of sand and bajri 20MM agre av. 6 Kms by Mechincal Transport
M/s VIKRAM SINGH GOVT.CONTRACTOR (BID ID -2313635)
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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