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Tender Value
₹90,000
EMD Value
₹1,800
Closing Date
18 Jun 2026, 6:00 pm
Office of the Executive Engineer I and FC poonch
Office of the Executive Engineer I and FC poonch
Annual Maintenance/Repair of various Flood Protection Structures, including Crate Works, RBM Bunds, PCC Walls, Channelization Works, repairs to Government assets, allied works, and execution of emergent works under jurisdiction of F.C SD Poonch
2026_IFC_311559_2
e-NIT No.08 of 2025-26 Dated 04-06-2026
Open Tender
Civil Works - Water Works
Poonch
As Per NIT
2 documents required · 2 mandatory
₹200
Executive Engineer I and FC Poonch
₹1,800
4 Jun 2026
4 Jun 2026
19 Jun 2026
4 Jun 2026
18 Jun 2026
4 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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: | - | cum | - | - | BI01010001010000000000000515BI0100001112 |
| 2 | 25 meter beyond 1 m from cutting edge | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | 50 meter beyond 1
m from cutting edge | - | cum | 1 | - | BI01010001010000000000000515BI0100001114 |
| 4 | Earth 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.
2.7.1 All kinds of soil | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 5 | 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 | - | BI01010001010000000000000515BI0100001116 |
| 6 | Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated
Earth in layers not exceeding 20 cm in depth. | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 7 | Deduct for not watering the excavated earth for banking. | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 8 | 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: | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 9 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :
2.10.1 All kinds of soil | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 10 | 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. | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
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