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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Responsive |
| 2 | Accepted-Technical | Accepted-Technical Responsive |
| 3 | Accepted-Technical 60 4 MOTILAL GUPTA ROAD KOL 700008 | KOLKATA | WEST BENGAL | 700008 | Accepted-Technical Responsive |
| 4 | Accepted-Technical | Accepted-Technical Responsive |
| 5 | Accepted-Technical 0 SRITOLA FATEHPUR GAURICHAK SAMPATCHAK PATNA BIHAR 803206 PATNA BIHAR 803206 | 803206 | Accepted-Technical Responsive |
Tender Value
Refer Docs
EMD Value
₹46,140
Closing Date
17 Apr 2026, 5:00 pmClosed
Executive Engineer
New DC Complex Kishtwar
Permanent Restoration of Sohal to Kabban road
2026_JKRRD_147237_14
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
₹46,140
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 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 | - | - |
| - | Slip clearance in roadinary soil. Soil mixed with morum/kander/shingle/bouldersand in soils mixed with decomposed rocks by blasting or any other means lead upto 50m and lifts upto 1.5m | - | cum | - | - |
| - | 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: ordinary soil 70% Ordinaryr ock 20% Hard rock 10% | - | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | - | 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 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 | - | - |
| - | 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 | - | - |
| - | Hand packed stone filling in horizontal level including cost of stone | - | cum | - | - |
| - | Carriage of stone at an average distance of 05km by MT | - | cum | - | - |
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BOQ_229306.xls
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