CONCRETE FLOORING OF GROUND AT SHIV MANDIR UPPER CHITTOO
Superintending Engineer REW Jammu · Kishtwar, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.0L
- EMD: ₹4K
- Published: 29 Sep 2026
- Closing date: 05 Oct 2026
- Status: open
- Ministry: Rural Development and Panchayati Raj
- Department: Directorate of Rural Development Department JAMMU
- Office: XEN REW KISHTWAR
Description
Tender for the construction of concrete flooring at Shiv Mandir Upper Chittoo, including earthwork, stone pitching, centering, shuttering, and concrete work as detailed in the BoQ.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (12)
- Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. — Qty: 14.4 cum
- Dry stone pitching of any thickness including cost of stone — Qty: 10 cum
- Centering and shuttering including strutting, propping etc. and removal of form work for foundations, footings, bases for columns — Qty: 3.72 sqm
- 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 20 mm nominal size) — Qty: 7.71 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) — Qty: 0.9 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) — Qty: 8.32 cum
- Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone — Qty: 8.32 cum
- Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth, lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil — Qty: 100 sqm
- Back filling of stones — Qty: 3.24 cum
- Carriage of Stone at an average Distance 500m M by H/L — Qty: 25.4 cum
- Carriage of sand & aggregate 1700m HL — Qty: 14.88 cum
- Carriage of Stone at an average Distance 500m M by H/L — Qty: 1 cum
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