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Tender Value
₹4.0 L
EMD Value
₹8,023
Closing Date
17 Jun 2026, 6:00 pm
Executive Engineer I and F C Poonch
Office of the Executive Engineer I and FC poonch
Construction of Right Betair at Various Locations
2026_IFC_311429_7
e-NIT No.06 Of 2026-27
Open Tender
Civil Works - Canal
45 days
Surankote
As Per NIT
2 documents required · 2 mandatory
₹200
Executive Engineer I and FC poonch
₹8,023
Office of the Executive Engineer I and FC poonch
3 Jun 2026
3 Jun 2026
18 Jun 2026
3 Jun 2026
17 Jun 2026
3 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 | Item Code |
|---|---|---|---|---|---|---|
| 2 | 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.
All kinds of soil : | 10.3 | cum | 187.3 | ₹1,929.19 | BI01010001010000000000000515BI0100001210 |
| 3 | 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 : | 24.04 | cum | 592.9 | ₹14,253.32 | BI01010001010000000000000515BI0100001211 |
| 4 | 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)g. | 34.8 | cum | 5,733.6 | ₹1,99,529.28 | BI01010001010000000000000515BI0100001212 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 32.4 | sqm | 286.35 | ₹9,277.74 | BI01010001010000000000000515BI0100001213 |
| 6 | 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. | 75.6 | sqm | 628.95 | ₹47,548.62 | BI01010001010000000000000515BI0100001214 |
| 7 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 54 | cum | 371.15 | ₹20,042.1 | BI01010001010000000000000515BI0100001215 |
| 8 | supply of stones | 45.9 | cum | 700 | ₹32,130 | BI01010001010000000000000515BI0100001216 |
| 9 | supply of K-Crates black annealed wire,crates made from 4.00mm wire (wire as per IS:280)machine,woven bothends bent,with following meshes and nominal sectional weight Mesh +Tol(mm)150x150+6.0;sec.Kg/Sq.M 1.56 including loading unloading and staking(6x1.5x1.5) | 4 | nos | 5,620 | ₹22,480 | BI01010001010000000000000515BI0100001217 |
| 10 | Carriage of stone by an avg 5 km by MT and 200m by HL | 45.9 | cum | 626.45 | ₹28,754.06 | BI01010001010000000000000515BI0100001218 |
| 11 | carriage of sand &agg by avg 5km by Mt and 200m by HL | 47.32 | cum | 532.48 | ₹25,196.95 | BI01010001010000000000000515BI0100001219 |
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