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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | -27.86% | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.0 Cr+₹1.2 L (1.18%)Admitted-Finance LADAKH AUTONOMOUS HILL DEVELOPMENT COUNCIL LEH OFFICE OF THE EXECUTIVE ENGINEER RURAL ENGINEERING WING LEH | LEH LADAKH | LADAKH | 194001 | -27.01% | ₹1.0 Cr+₹1.2 L (1.18%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹9.8 L (9.51%)Admitted-Finance | -21.00% | ₹1.1 Cr+₹9.8 L (9.51%) | L3 | Admitted-Finance |
Tender Value
₹1.4 Cr
EMD Value
₹3.4 L
Closing Date
12 May 2026, 4:00 pmClosed
Executive Engineer construction division Leh.
Executive Engineer construction division Leh.
Reconstruction of common facility centre at SNM Hospital.(Under Capex)
2026_PWD_18818_1
CDL 23 of Leh of 2026-2
Open Tender
Civil Works - Buildings
Percentage
270 days
Leh
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,000
Executive Engineer construction division Leh.
₹3.4 L
27 May 2026
22 Apr 2026
13 May 2026
23 Apr 2026
12 May 2026
23 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. All kinds of soil | - | Cum | - | - |
| 2 | 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. All kinds of soil | - | Cum | - | - |
| 3 | Dry stone pitching (any thickness) excluding cost of stones.
On Horizontal | - | Cum | - | - |
| 4 | 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 | - | - |
| 5 | 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 | - | - |
| 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 | - | - |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 8 | 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 | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form
work for :
a) Foundations, footings, bases for columns | - | Sqm | - | - |
| 10 | b) Columns, Pillars, Piers, Abutments, Posts and Struts | - | Sqm | - | - |
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