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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | -25.70% | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 CrAdmitted-Finance | -25.00% | ₹2.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.3 CrAdmitted-Finance | -18.36% | ₹2.3 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-Requisite documents as per e-NIT/SBD are not uploaded |
Tender Value
₹2.8 Cr
EMD Value
₹5.7 L
Closing Date
1 May 2026, 6:00 pmClosed
Er ranjit singh
OFFICE OF THE XEN PWD RNB DIVISION RAMBAN
refer to BOQ
2026_PWDJK_308086_1
Fresh E-NIT No. 06 of 2026-27 Dated. 17-04-2026
Open Tender
Civil Works
540 days
Rajgarh-Ramban
refer to NIT
2 documents required · 2 mandatory
₹6,000
Yes
S.E PWD RNB Udhampur-Ramban Circle Udhampur
₹5.7 L
Yes
Office of S.E PWD RNB Udhampur-Ramban Circle Udh.
20 May 2026
18 Apr 2026
2 May 2026
18 Apr 2026
1 May 2026
18 Apr 2026
27 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 |
|---|---|---|---|---|---|
| 0.0 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. | - | - | - | - |
| 0.0 | All kinds of soil @90% | - | Cum | - | - |
| 0.9 | Ordinary Rock @10% | - | Cum | - | - |
| 0.0 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil : | - | Cum | - | - |
| 0.0 | 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. | - | Cum | - | - |
| 0.0 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | - | Sqm | - | - |
| 0.0 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete | - | Sqm | - | - |
| 0.0 | 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 | - | - | - | - |
| 0.9 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 0.0 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | - | Cum | - | - |
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