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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹20.5 L+₹54,504.45 (2.73%)Admitted-Finance HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171002 | L2 | Admitted-Finance | |
| 3 | L3₹20.9 L+₹94,206.61 (4.72%)Admitted-Finance GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | L3 | Admitted-Finance | |
| 4 | Rejected-Technical | - | Rejected-Technical Non qualified | |
| 5 | Rejected-Technical BANSAL NIWAS RAM NAGAR SHIMLA 171004 HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171004 | - | Rejected-Technical Non qualified |
| Sl No | Description | Qty | Unit | Parminder Kumar L2 | RAKESH KUMAR L3 | A.D. CONSTRUCTIONS AND TPT. CO. L1 |
|---|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including getting out and disposal of excavated earth including carriage of material up to all leads and lifts and as per direction of Engineer incharge dumping site/disposal site shall be arranged by the contractor at he own cost and nothing shall be paid extra. | ||||||
| 1.01 | All kinds of soil. | 28.67 | Per Cubic Meter | 300 ₹8,601 | 215 ₹6,164.05 | 150 ₹4,300.5 Lowest |
| 2.00Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including getting out and disposal of excavated earth including carriage of material up to all leads and lifts and as per direction of Engineer incharge dumping site/disposal site shall be arranged by the contractor at he own cost and nothing shall be paid extra. | ||||||
| 2.01 | Ordinary rock | 12.29 | Per Cubic Meter | 330 ₹4,055.7 | 350 ₹4,301.5 | 200 ₹2,458 Lowest |
| 3.00 | 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,including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | 37.77 | Per Cubic Meter | 100 ₹3,777 Lowest | 500 ₹18,885 | 1,700 ₹64,209 |
| 4.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | ||||||
| 4.01 | 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate ) 40 mm nominal size | 64.38 | Per Cubic Meter | 4,800 ₹3,09,024 | 4,100 ₹2,63,958 Lowest | 4,500 ₹2,89,710 |
| 5.00 | Stone /Boulder filling under floor dry hand packed including carriage of material upto all leads and lifts and as per direction of Engineer incharge | 32.69 | Per Cubic Meter | 1,000 ₹32,690 Lowest | 1,021 ₹33,376.49 | 1,500 ₹49,035 |
| 6.00Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. | ||||||
| 6.01 | 40 mm thick with 20 mm nominal size stone aggregate | 217.95 | Per Square Meter | 550 ₹1,19,872.5 | 451 ₹98,295.45 | 300 ₹65,385 Lowest |
Tender Value
₹25.5 L
EMD Value
₹5.0 L
Closing Date
28 Feb 2026, 11:00 amClosed
Executive Engineer
O/O Project Director HPTDB Shanti Bhawan Phase 3 Kangnadhar Shimla 9
Construction of damaged cement concrete work and roof truss shed
2026_DTCA1_129084_1
Proposed Repair and Restoration works at Tourist Hotel INN, Rewalsar
Open Tender
Civil Works
Item Rate
180 days
Rewalsar
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
Director Tourism and Civil Aviation Shimla
₹5.0 L
Yes
21 Apr 2026
21 Feb 2026
28 Feb 2026
21 Feb 2026
28 Feb 2026
21 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including getting out and disposal of excavated earth including carriage of material up to all leads and lifts and as per direction of Engineer incharge dumping site/disposal site shall be arranged by the contractor at he own cost and nothing shall be paid extra. | |||||
| 1.01 | All kinds of soil. | 28.67 | Per Cubic Meter | - | - |
| 2Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including getting out and disposal of excavated earth including carriage of material up to all leads and lifts and as per direction of Engineer incharge dumping site/disposal site shall be arranged by the contractor at he own cost and nothing shall be paid extra. | |||||
| 2.01 | Ordinary rock | 12.29 | Per Cubic Meter | - | - |
| 3 | 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,including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | 37.77 | Per Cubic Meter | - | - |
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | |||||
| 4.01 | 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate ) 40 mm nominal size | 64.38 | Per Cubic Meter | - | - |
| 5 | Stone /Boulder filling under floor dry hand packed including carriage of material upto all leads and lifts and as per direction of Engineer incharge | 32.69 | Per Cubic Meter | - | - |
| 6Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. | |||||
| 6.01 | 40 mm thick with 20 mm nominal size stone aggregate | 217.95 | Per Square Meter | - | - |
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