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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹2.0 L+₹4,003.23 (2.06%)Admitted-Finance | L2 | Admitted-Finance |
Tender Value
₹2 L
EMD Value
₹4,000
Closing Date
4 Aug 2026, 4:00 pmClosed
XEN REW Kathua
XEN REW Kathua
Constt of Culvert over Nalli between the land of Rak Kumar, Kewal Krishan and Others near Giri da Bagh Ward No-02, Pyt. Mooni, Block Billawar
2026_RDPR_317644_28
e-NIT No.137/REW/K of 2026-27 Dated 24/07/2026 2nd call
Open Tender
Civil Works
Percentage
90 days
BILLAWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Rural Development and Panchayati Raj
₹4,000
11 Aug 2026
24 Jul 2026
5 Aug 2026
24 Jul 2026
4 Aug 2026
24 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 | - | cum | 187.3 | - |
| 2 | Earth 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 | - | cum | 256.85 | - |
| 3 | Providing and laying in position dry Stone nomnal size stone aggregate 40 mm nominal size | - | cum | 1,700 | - |
| 4 | Providing and laying in position cement concrete of specified grade including curing butexcluding 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) | - | cum | 4,294.89 | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | - | sqm | 286.35 | - |
| 6 | Providing and fixing 75mm dia PVC pipe for weep holes | - | rmt | 100 | - |
| 7 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. including all carriages by MT/HL allComplete 900 mm dia. NP-3 Class (Medium duty) R.C.C. Pipe | - | rmt | 3,951.66 | - |
| 8 | 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 | 218.4 | - |
| 9 | Carrige of Sand and Aggregate 20.00 Km by M.T and 200m by AT | - | cum | 654.33 | - |
| 10 | Carriage of Stones by MT = 10 Km and 200 m by AT | - | cum | 615.79 | - |
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