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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹67.0 LAdmitted-Finance | -55.35% | ₹67.0 L | L1 | Admitted-Finance |
| 2 | L2₹67.6 LAdmitted-Finance | -54.90% | ₹67.6 L | L2 | Admitted-Finance |
| 3 | L3₹71.9 LAdmitted-Finance | -52.05% | ₹71.9 L | L3 | Admitted-Finance |
| 4 | L4₹76.3 LAdmitted-Finance | -49.10% | ₹76.3 L | L4 | Admitted-Finance |
| 5 | L5₹76.9 LAdmitted-Finance | -48.75% | ₹76.9 L | L5 | Admitted-Finance |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
30 Apr 2026, 4:00 pmClosed
Executive Engineer PWD R and B Divsion Kathua
Executive Engineer PWD R and B Divsion Kathua
Refer to BOQ
2026_PWDJK_308310_1
E-NIT No 10/2026-27-748-52/G Dated 21.04.2026
Open Tender
Civil Works
90 days
Kathua
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
Executive Engineer PWD R and B Divsion Kathua
₹3.0 L
Executive Engineer PWD R and B Divsion Kathua
6 May 2026
22 Apr 2026
2 May 2026
22 Apr 2026
30 Apr 2026
22 Apr 2026
25 Apr 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 |
|---|---|---|---|---|---|---|
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) & 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, within a lead of 50 metres: All kinds of soil | - | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
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 | - | - | BI01010001010000000000000515BI0100001114 | |
Providing and laying in position cement concrete of specified grade incl.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) i | - | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
Centering & shuttering including strutting, propping etc. and removal of form for | - | - | - | - | BI01010001010000000000000515BI0100001114 | |
Foundations, footings, bases of columns etc. for mass concrete. | - | Sqm | - | - | BI01010001010000000000000515BI0100001114 | |
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | - | Sqm | - | - | BI01010001010000000000000515BI0100001114 | |
Carriage of sand by mechanical transport incl. loading/ unloading within a lead of 14 kms | - | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
Carriage of stone aggregate below 40 mm by mechanical transport incl. loading /unloading within a lead of 14 kms | - | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
Carriage of stone aggregate above 40 mm by mechanical transport incl. loading /unloading within a lead of 14 kms | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
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