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NTID 44430810
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Inquiry NowConstruction Of Director Offic in Leh Ladakh - Complete Tender Details
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The Administration of Union Territory of Ladakh
Leh Ladakh, Jammu and Kashmir, India
NTID 44430810
- Opening Date : Fri 3rd April, 2026
- Closing Date : Thu 2nd April, 2026
- ₹ 1600907.00
- NTID 44430810
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
48027.00 -
Document Cost
1000.00 -
Estimated Cost
1600907.00
BOQ Items Total Items : 6 | Total Qty : 1519.73
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 min width or 10 sqm on plan), includingdressingof sidesandrammingofbottoms, liftupto1.5m, including gettingouttheexcavatedsoilanddisposalofsurplusexcavatedsoilasdirected, within a lead of 50 m. All kinds of soil | 89.14 | cum |
| 2 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 30.46 | cum |
| 3 | Providing and laying 80 mm thick faciory made cement in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid joints with line sand etc. all complete as per the direction of Engineer-in-charge. | 585.29 | Sqm |
| 4 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 4.66 | Cum |
| 5 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12(1cement :6 coarse sand:12 graded stone aggregate 20 mm nominal size) upto plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) | 10.18 | Cum |
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