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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 CrAccepted-Finance | ₹7.8 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹8.9 Cr+₹1.0 Cr (13.1%)Accepted-Finance | ₹8.9 Cr+₹1.0 Cr (13.1%) | L2 | Accepted-Finance L2 |
| 3 | L3₹9.3 Cr+₹1.5 Cr (19.0%)Accepted-Finance | ₹9.3 Cr+₹1.5 Cr (19.0%) | L3 | Accepted-Finance L3 |
| 4 | L4₹10.2 Cr+₹2.3 Cr (29.7%)Accepted-Finance | ₹10.2 Cr+₹2.3 Cr (29.7%) | L4 | Accepted-Finance L4 |
| 5 | L5₹11.7 Cr+₹3.9 Cr (49.7%)Accepted-Finance | ₹11.7 Cr+₹3.9 Cr (49.7%) | L5 | Accepted-Finance L5 |
Tender Value
₹12.9 Cr
EMD Value
₹25.7 L
Closing Date
21 Jul 2026, 6:00 pmClosed
Office of the Executive Engineer I and FC Poonch
Executive Engineer I and FC Poonch
Construction of Flood Protection Work at Vulnerable Spot between Kalaban to Sagliad on Left and Right Side of Kalaban Nallah in Tehsil Mendhar District Poonch J and K under NABARD
2026_IFC_313048_1
e-NIT No.11 of 2026-27 Dated 19-06-2026
Open Tender
Civil Works - Water Works
Percentage
1095 days
mendhar
As per NIT
2 documents required · 2 mandatory
₹11,000
as Per NIT
₹25.7 L
Yes
OFFICE OF THE CHIEF ENGINEER JAL SHAKTI IRRIGATION
1 Sept 2026
19 Jun 2026
22 Jul 2026
19 Jun 2026
21 Jul 2026
19 Jun 2026
15 Jul 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 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 | 37,966.19 | cum | 187.3 | ₹71,11,067.39 |
| 2 | 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) | 89.32 | cum | 5,202.9 | ₹4,64,723.03 |
| 3 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 658.02 | cum | 9,395.7 | ₹61,82,558.51 |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete upto plinth level Hot rolled deformed bars | 78,963.3 | kg | 123.2 | ₹97,28,278.56 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 1,310.1 | sqm | 286.35 | ₹3,75,147.14 |
| 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. | 1,032.2 | sqm | 628.95 | ₹6,49,202.19 |
| 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. | 595.5 | cum | 218.4 | ₹1,30,057.2 |
| 8 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 41,272.88 | cum | 371.15 | ₹1,53,18,429.41 |
| 9 | Supply of stone | 35,081.94 | cum | 700 | ₹2,45,57,358 |
| 10 | Carriage of Cement in all terrians through a lead of 10 km by MT and 200 mtrs by HL including cost of loading, unloading, stacking etc | 278.39 | MT | 415.4 | ₹1,15,643.21 |
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