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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Responsive |
| 2 | Accepted-Technical | Accepted-Technical Responsive |
| 3 | Accepted-Technical | Accepted-Technical Responsive |
Tender Value
Refer Docs
EMD Value
₹7,980
Closing Date
17 Apr 2026, 5:00 pmClosed
Executive Engineer
New DC office Kishtwar
Restoration of Drabshalla to Kalchanda road by way of construction of crate wall and B/wall in Km 8th RD(250)
2026_JKRRD_147237_11
ENIT No 02 of PMGSY Kishtwar, Dated- 09-04-2026
Open Tender
CIVIL
Percentage
Kishtwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PMGSY DIvision Kishtwar
₹7,980
24 Apr 2026
9 Apr 2026
18 Apr 2026
9 Apr 2026
17 Apr 2026
9 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 |
|---|---|---|---|---|---|
| - | 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:All kinds of soil | - | cum | - | - |
| - | 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | - | cum | - | - |
| - | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse
sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) | - | cum | - | - |
| - | Dry random rubble masonry with hard stone in foundation and plinth without bond stone | - | cum | - | - |
| - | 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 | - | - |
| - | 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. | - | cum | - | - |
| - | Carriage of stone at an average distance of 01km by MT | - | cum | - | - |
| - | Carriage of sand at an average distance of 30km by MT | - | cum | - | - |
| - | Carriage of stone aggregate at an average distance of 38Km by MT | - | cum | - | - |
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Tendernotice_1.pdf
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BOQ_229292.xls
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