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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹67.6 LAdmitted-Finance | -7.86% | ₹67.6 L | L1 | Admitted-Finance |
| 2 | L2₹68.6 L+₹98,363.21 (1.45%)Admitted-Finance | -6.52% | ₹68.6 L+₹98,363.21 (1.45%) | L2 | Admitted-Finance |
| 3 | L3₹69.2 L+₹1.5 L (2.27%)Admitted-Finance | -5.77% | ₹69.2 L+₹1.5 L (2.27%) | L3 | Admitted-Finance |
| 4 | Admitted-Finance | - | - | - | Admitted-Finance |
Tender Value
₹73.4 L
EMD Value
₹1.5 L
Closing Date
10 Aug 2026, 1:00 pmClosed
DCF WL Udaipur
Dcf wl Dewali Badi Road, Udaipur
construction of Chailink Fencing work at Forest land khedi Range Sajjangarh
2026_FORES_580515_1
5953
Open Tender
Civil Works
Fixed-rate
DCF WL Udaipur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
DCF WL Udaipur
₹1.5 L
Yes
14 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 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 | Excavation in Ordinary Rock with Dozer with lead upto 100 m
ExcavationforroadwayinordinaryrockbydeployingadozerD50includingcuttingandpushingthecutearthtositeofembankmentuptoadistanceof100m(averagelead50m),trimmingbottomandsideslopesinaccordancewiththerequirementsoflines,gradesandcross-sections with lift upto 1.5 m. 300 x 3 x0.45 B.S.R. road 3.8.ii Rates based on BSR 2026 PWD Rajasthan and PWD Road BSR | - | cum | 30 | - |
| 2 | Excavation in Hard Rock (blasting prohibited) Excavationforroadwayinhardrock(blastingprohibited)withrockbreakersincludingbreakingrock,loadingintippersanddisposalwithaliftupto1.5mandleadupto1000metres,trimmingbottomandsideslopesinaccordancewithrequirementsoflines,gradesandcross-sections as per MoRTH Specification Clause 301.3.5 Mechanical Means 0.5 x 1000 x 2.0 x 1.0 B.S.R. road 3.9.ii B | - | cum | 236 | - |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.B.S.R. B-1.25 | - | cum | 64 | - |
| 4 | Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. Good soil of earth B.S.R. H-1.3.1 | - | cum | 240 | - |
| 5 | Carriage of material Earth, Sand, Lime, Morrum manure or sludge
B.S.R. G-4 4.1 | - | cum | 86 | - |
| 6 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 1450 x 0.45 x 0.30 B.S.R. B-4.1 | - | cum | 5,921 | - |
| 7 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. 1450x 0.45x 2 B.S.R. B-4.9 | - | sqm | 173 | - |
| 8 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). 1450 x0.45x0.15 B.S.R. B-3.1.4 | - | cum | 4,616.4 | - |
| 9 | Providing and fabricating reinforcement for RCC work in foundation for fencetieng including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete Thermo mechanically treated bars (conforming to relevant IS:1786.) B.S.R. B-4.13.3 | - | kg | 82 | - |
| 10 | Random rubble stone masonary for foundation and plinth in cement sand mortar above 30 cm thick wall in: Cement mortar 1:6 ( 1 Cement : 6 Sand B.S.R. B-6.1.6 | - | cum | 3,406 | - |
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