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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAccepted-Finance | ₹7.9 L | L1 | Accepted-Finance successfully quoted lowest rate |
| 2 | L2₹8.3 L+₹39,405.46 (4.97%)Accepted-Finance R O ALCHI | ₹8.3 L+₹39,405.46 (4.97%) | L2 | Accepted-Finance quoted high rate |
| 3 | L3₹8.5 L+₹60,421.71 (7.62%)Accepted-Finance | ₹8.5 L+₹60,421.71 (7.62%) | L3 | Accepted-Finance quoted high rate |
| 4 | L4₹8.7 L+₹74,870.38 (9.44%)Accepted-Finance | ₹8.7 L+₹74,870.38 (9.44%) | L4 | Accepted-Finance quoted high rate |
| 5 | L5₹8.8 L+₹82,357.42 (10.4%)Accepted-Finance | ₹8.8 L+₹82,357.42 (10.4%) | L5 | Accepted-Finance quoted high rate |
Tender Value
₹13.1 L
EMD Value
₹26,280
Closing Date
25 Jul 2026, 2:00 pmClosed
Executive Engineer REW Leh
REW LEH
Construction of Community Gathering Centre at Alchi (By Way of Compound Walling and Gate)
2026_RDD_19195_1
26- UTL REW Leh of 2026-27
Open Tender
Civil Works - Others
Percentage
30 days
Leh
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Payable To Executive Engineer REW Leh
₹26,280
4 Aug 2026
15 Jul 2026
27 Jul 2026
15 Jul 2026
25 Jul 2026
15 Jul 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 (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. | 138.66 | cum | - | - |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 46.69 | cum | - | - |
| 3 | Dumping of Stone including cost of stone on horizontal level. | 5.22 | cum | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) : | 5.22 | cum | - | - |
| 5 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 1.61 | cum | - | - |
| 6 | 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. | 161.31 | kgs | - | - |
| 7 | Centring and shuttering including strutting, propping etc and removal of form for foundations, footing, base of columns. | 5.57 | sqm | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, pillars, piers, abutments, posts and struts. | 11.71 | sqm | - | - |
| 9 | 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) | 50.09 | cum | - | - |
| 10 | 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) | 32.33 | sqm | - | - |
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