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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.3 LAdmitted-Finance R O WARD NO 03 KATHUA DISTRICT KATHUA | -21.67% | ₹2.3 L | L1 | Admitted-Finance |
| 2 | L2₹2.9 L+₹59,340.30 (26.1%)Admitted-Finance | -1.20% | ₹2.9 L+₹59,340.30 (26.1%) | L2 | Admitted-Finance |
| 3 | L3₹2.9 L+₹61,369.52 (27.0%)Admitted-Finance | -0.50% | ₹2.9 L+₹61,369.52 (27.0%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.9 L
EMD Value
₹5,800
Closing Date
23 Jul 2026, 6:00 pmClosed
Executive Engineer Irrigation Division Kathua
Executive Engineer Irrigation Division Kathua
Construction of T-crossing on D-1 near RD 2500m of Main Kathua Canal
2026_IFC_315882_2
eNIT No. 05 of 07/2026-27
Open Tender
Civil Works - Canal
Percentage
25 days
Kathua
eNIT No. 05 of 07/2026-27
2 documents required · 2 mandatory
₹200
Executive Engineer
₹5,800
31 Jul 2026
14 Jul 2026
24 Jul 2026
14 Jul 2026
23 Jul 2026
14 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. 2.7.1 All kinds of soil | 14.96 | cum | 187.3 | ₹2,802.01 |
| 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 14.8 | cum | 5,733.6 | ₹84,857.28 |
| 3 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 7.22 | cum | 7,788.4 | ₹56,232.25 |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level | 866.4 | Kg | 123.2 | ₹1,06,740.48 |
| 5 | 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. | 35.22 | Sqm | 286.35 | ₹10,085.25 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. | 22 | Sqm | 718.2 | ₹15,800.4 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls | 21 | M | 262.2 | ₹5,506.2 |
| 8 | 12 mm thick cement plaster in 1:4 | 7.8 | Sqm | 283.8 | ₹2,213.64 |
| 9 | 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. except rolling and watering. | 1 | cum | 180.55 | ₹180.37 |
| 10 | Carriage of sand and Bajri at avg. distance of 8 km by MT | - | cum | 247.72 | - |
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