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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.4 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹10.7 L+₹1.2 L (13.0%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹12.1 L+₹2.7 L (28.5%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹12.1 L+₹2.7 L (28.6%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹12.1 L+₹2.7 L (28.6%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹13.2 L
EMD Value
₹26,340
Closing Date
6 Oct 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Bhaderwah
Construction of Protection wall on Old Doda Bhaderwah road at Dandi Bhaderwah (Red Cross Bhawan)
2026_PWDJK_326648_2
e-NIT No. 93 of 2026-27 Dt. 30-09-2026
Open Tender
Civil Works
Percentage
45 days
Bhaderwah
These documents are to be submitted as non-sensitive document from my document area of bidder
3 documents required · 3 mandatory
₹600
Executive Engineer
₹26,340
8 Oct 2026
30 Sept 2026
7 Oct 2026
30 Sept 2026
6 Oct 2026
30 Sept 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 excavation by manual means 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: 1 meter from cutting edge All kinds of soil | 185.7 | Cum | 479.3 | ₹89,006.01 |
| 2 | 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) | 3.3 | Cum | 5,202.9 | ₹17,169.57 |
| 3 | 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 40.8 | Cum | 6,591.25 | ₹2,68,923 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 90 | Sqm | 286.35 | ₹25,771.5 |
| 5 | Dumping stone including cost of stones. in Horizontal on level | 21 | Cum | 937.9 | ₹19,695.9 |
| 6 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. | 259.2 | Cum | 3,093.9 | ₹8,01,938.88 |
| 7Carriage of Materials | |||||
| 7.01 | Sand and Aggregate for an Avg. distance of 30 Kms by MT | 59.95 | Cum | 520.34 | ₹31,194.38 |
| 7.02 | Stone for an Avg. distance of 5 Kms by MT | 269.4 | Cum | 236.16 | ₹63,621.5 |
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