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Tender Value
Refer Docs
EMD Value
₹8,000
Closing Date
15 Jun 2026, 2:00 pmClosed
Xen
ID Kulgam
Providing men,machinery, materials, for execution of emergent works of various irrigation canal of hyduralic sub division Mirbazar including all minors as per requirment due to breaches/floods/ calamaities etc during 2026-27 Stage Contract Phase 2nd
2026_IFC_312001_1
e-nit 04 of 2026-27
Open Tender
Civil Works - Canal
Percentage
200 days
Mirbazar
Please refer Tender documents.
2 documents required · 2 mandatory
₹300
MH 0702
₹8,000
9 Jun 2026
9 Jun 2026
15 Jun 2026
9 Jun 2026
15 Jun 2026
9 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in
depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth
lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | - | Cum | 1 | - |
| 2Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :: | |||||
| 3 | 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: | - | cum | 1 | - |
| 4Constructing muthu bunds, comprising boulders and wood bushes in alternate layers; including working in water situations. | |||||
| 5 | Banking excavated earth in layers not exceeding 20cm 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 etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: including deduction for not rolling and not for watering. | - | Cum | 1 | - |
| 6Extra for every additional lift of 1.5m or prt thereof in excavation/banking excavated or stacked material : All kinds soil | |||||
| 7 | 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, lead upto 50 m and lift upto 1.5 m. Deduct Not for watering | - | Cum | 1 | - |
| 8 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | - | Cum | 1 | - |
| 9Providing 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) | |||||
| 10Providing 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) | |||||
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