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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Qualified |
| 2 | Accepted-Technical SHENAM | Accepted-Technical Qualified |
| 3 | Accepted-Technical | Accepted-Technical Qualified |
| 4 | Accepted-Technical PHYANG LEH | LEH LADAKH | LADAKH | 194101 | Accepted-Technical Qualified |
| 5 | Accepted-Technical | Accepted-Technical Qualified |
Tender Value
₹28.8 L
EMD Value
₹67,840
Closing Date
8 May 2026, 4:00 pmClosed
Executive Engineer Construction Division Leh
Office of the Executive Engineer Construction Division Leh
Construction of Livestock Development centre at Shara (by way of balance work).
2026_PWD_18786_1
CDL 18 of Leh of 2026-27
Open Tender
Civil Works - Buildings
Percentage
60 days
leh
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Executive Engineer Construction Division Leh
₹67,840
11 May 2026
17 Apr 2026
9 May 2026
18 Apr 2026
8 May 2026
18 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) in foundation trenches or drains (no texceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | - | Cum | 278.09 | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | - | Cum | 220.41 | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | 5,725.33 | - |
| 4 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4
(1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone
aggregate 12.5mm nominal size derived from natural sources) | - | Sqm | 402.43 | - |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | 9,557.34 | - |
| 6 | 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 | 11,102.31 | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for
a) Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | 306.15 | - |
| 8 | b) Columns, Pillars, Piers, Abutments, Posts and Struts | - | Sqm | 769.01 | - |
| 9 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Kg | 109.33 | - |
| 10 | Smooth finishing of the exposed surface of R.C.C. work with 6mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | - | Sqm | 285.71 | - |
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