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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance GYA | GAYA | BIHAR | 804403 | +10.00% | ₹3.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.2 Cr+₹5.7 L (1.82%)Admitted-Finance | +12.00% | ₹3.2 Cr+₹5.7 L (1.82%) | L2 | Admitted-Finance |
| 3 | L3₹3.2 Cr+₹11.4 L (3.64%)Admitted-Finance | +14.00% | ₹3.2 Cr+₹11.4 L (3.64%) | L3 | Admitted-Finance |
Tender Value
₹2.8 Cr
EMD Value
₹6.7 L
Closing Date
12 May 2026, 2:00 pmClosed
Executive Engineer Construction Division Leh
Office of the Executive Engineer Construction Division Leh
Infrstructure Development at Chulitse Kulum Thang. (Under District capex).
2026_PWD_18758_1
CDL 15 of Leh of 2026-27
Open Tender
Civil Works - Buildings
Percentage
730 days
leh
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
Executive Engineer Construction Division Leh
₹6.7 L
22 May 2026
13 Apr 2026
13 May 2026
14 Apr 2026
12 May 2026
14 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. a) All kinds of soil | - | Cum | - | - |
| 2 | b) Ordinary Rock | - | Cum | - | - |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil | - | Cum | - | - |
| 4 | b) Ordinary Rock | - | Cum | - | - |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Ordinary Rock | - | Cum | - | - |
| 6 | Dumping stone including cost of stones. in Horizontal on level | - | Cum | - | - |
| 7 | 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) | - | Cum | - | - |
| 8 | 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 | - | - |
| 9 | Random rubble masonry with hard stone laid dry in foundation, plinth &
walls Laid with bond stone | - | Cum | - | - |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
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BOQ_44858.xls
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ExtendedKulum.pdf
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