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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Finance LOWER DEVNAGAR VIKASNAGAR SHIMLA 09 | -23.00% | ₹3.4 L | L1 | Admitted-Finance |
| 2 | L2₹4.2 L+₹78,983.10 (23.4%)Admitted-Finance | -5.00% | ₹4.2 L+₹78,983.10 (23.4%) | L2 | Admitted-Finance |
| 3 | L3₹4.5 L+₹1.1 L (33.8%)Admitted-Finance R O HARI OM BHAWAN NEW TOTU SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | +3.00% | ₹4.5 L+₹1.1 L (33.8%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical VILLAGE MOLAN ROAD MELAN SHIMLA DISTT SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | 171009 | - | - | - | Rejected-Technical Bidder disqualified |
Tender Value
₹4.4 L
EMD Value
₹9,000
Closing Date
15 Jun 2026, 3:00 pmClosed
Manager Civil RTDC US Club Shimla
RTDC US Club Shimla-1
Construction of Retaining wall/ breast wall in back side of Girls Hostel at DIET Shimla.
2026_RTDCH_135906_1
RTDC/R-Wall DIET Shimla/2026-1096 dt 05/06/2026
Open Tender
Construction Works
Percentage
180 days
DIET Shamlaghat
Please refer Tender documents.
5 documents required · 5 mandatory
₹590
Executive Engineer (Civil), RTDC
₹9,000
3 Sept 2026
6 Jun 2026
15 Jun 2026
6 Jun 2026
15 Jun 2026
6 Jun 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) / manual means 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. as per direction of engineer -in- charge. | 201 | Cum | 210.9 | ₹42,390.9 |
| 2 | Excavation 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 dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock. | - | Cum | 357 | - |
| 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 sand coarse:8 graded stone aggregate 40mm nominal size) for footing and columns as per direction of engineer -in- charge. | - | Cum | 6,097.13 | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | - | Sqm | 505.9 | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size). | - | Cum | 6,511.48 | - |
| 6 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (110 mm diameter for weep hole) as per direction of engineer -in- charge. | - | Rmt | 320.59 | - |
| 7 | Disposal of earth work by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. | - | Cum | 265.1 | - |
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