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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.7 CrAdmitted-Finance | -1.50% | ₹2.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 CrAdmitted-Finance H NO 553 B 4 SHIV NAGAR JAMMU JAMMU KASHMIR 180001 UDYAM JK 07 0047850 | JAMMU | JAMMU AND KASHMIR | 180001 | -0.75% | ₹2.7 Cr | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-FINANCIAL RESOURCES FACILITIES @10% OF CONTRACT VALUE CERTIFIED BY BANKERS NOT UPLOADED |
Updated dates
Tender Value
₹2.8 Cr
EMD Value
₹5.5 L
Closing Date
11 May 2026, 6:00 pmClosed
Executive Engineer PWD (RandB) Division Ramnagar.
Executive Engineer PWD (RandB) Division Ramnagar.
PLEASE REFER TO BOQ
2026_PWDJK_307896_1
e-NIT No. 02 of 2026-27 Dated 15-04-2026
Open Tender
Civil Works
548 days
RAMNAGAR
PLEASE REFER TO NIT
2 documents required · 2 mandatory
₹6,000
Superintending Engineer, PWD (RNB) Udhampur- Ramba
₹5.5 L
Superintending Engineer, PWD (RNB) Udhampur- Ramba
18 May 2026
15 Apr 2026
12 May 2026
15 Apr 2026
11 May 2026
15 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 |
|---|---|---|---|---|---|---|
| 1Earth 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 | ||||||
| 2Earth 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 @ 70% and ordinary rock @ 30% | ||||||
| 3Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres. All kinds of soil | ||||||
| 4Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres. ordinary rock | ||||||
| 5providing 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | ||||||
| 6Providing 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) | ||||||
| 7Providing 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) | ||||||
| 8Providing 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) with 20 % Plum | ||||||
| 9Providing 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: 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | ||||||
| 10Providing 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 40 mm nominal size) with 20% pilum | ||||||
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