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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC | ₹7.5 L | L1 | Accepted-AOC Work Award to Sh. Madan Singh |
| 2 | L2₹7.6 LRejected-Finance VILL CHUNI P O BAGAHAR TEHSIL KOTKHAI SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹7.6 L | L2 | Rejected-Finance Not qualified |
| 3 | L3₹7.9 LRejected-Finance MANDI HIMACHAL PRADESH | ₹7.9 L | L3 | Rejected-Finance Not qualified |
| 4 | L4₹8.0 LRejected-Finance | ₹8.0 L | L4 | Rejected-Finance Not qualified |
| 5 | L5₹8.6 LRejected-Finance LOWER DEVNAGAR VIKASNAGAR SHIMLA 09 | ₹8.6 L | L5 | Rejected-Finance Not qualified |
| Sl No | Description | Qty | Unit | KHAJAN SINGH L3 | Vikram Singh L4 | MADAN SINGH L1 | Bhaw Singh Chauhan L5 | SHUBHAM CHAUHAN L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation work of all kind of soil 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 within all lead and lifts as per the diretion of Engineer in Charge at site. | 26.28 | Per Cubic Meter | 250 ₹6,570 | 200 ₹5,256 | 190 ₹4,993.20 | 200 ₹5,256 | 150 ₹3,942 |
| 2.00 | 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) : 8 graded stone aggregate 40 mm nominal size) as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights. | 7.79 | Per Cubic Meter | 3,750 ₹29,212.50 | 3,500 ₹27,265 | 4,190 ₹32,640.10 | 4,100 ₹31,939 | 2,000 ₹15,580 |
| 3.00 | Providing and laying cement concrete - all works upto plinth level 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights. | 10.02 | Per Cubic Meter | 6,500 ₹65,130 | 5,000 ₹50,100 | 6,900 ₹69,138 | 6,900 ₹69,138 | 7,500 ₹75,150 |
| 4.00 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights. (Useful stone shall be recover @1430.00 per Cum) | 107.11 | Per Cubic Meter | 5,450 ₹5.8 L | 5,900 ₹6.3 L | 4,950 ₹5.3 L | 5,200 ₹5.6 L | 5,199 ₹5.6 L |
| 5.00 | Providing and laying stone filling behind retaining walls as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights. | 37.44 | Per Cubic Meter | 1,500 ₹56,160 | 600 ₹22,464 | 999 ₹37,402.56 | 1,800 ₹67,392 | 1,199 ₹44,890.56 |
| 6.00 | Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge In cement mortar | 107.11 | Per Cubic Meter | 450 ₹48,199.50 | 550 ₹58,910.50 | 660 ₹70,692.60 | 1,200 ₹1.3 L | 600 ₹64,266 |
| 7.00 | PVC pipe single socketed pipe 75mm dia for weep hole as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights. | 28.2 | Per Running Meter | 130 ₹3,666 | 200 ₹5,640 | 180 ₹5,076 | 100 ₹2,820 | 10 ₹282 |
Tender Value
₹10.4 L
EMD Value
₹20,900
Closing Date
7 Jan 2026, 11:00 amClosed
Execuitve Engineer
HPTDC Head Office Kashmir House Dharamshala
Construction of damaged retaining wall at the corner of lawn near Cafe at Hotel Peterhof Shimla (H.P).
2025_HPTDC_123944_1
Proj./2-148/2024-V
Open Tender
Civil Works
45 days
Hotel Peterhof Shimla
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,200
₹20,900
7 Mar 2026
19 Dec 2025
7 Jan 2026
19 Dec 2025
7 Jan 2026
19 Dec 2025
19 Dec 2025 - 7 Jan 2026
Excavation work of all kind of soil 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 within all lead and lifts as per the diretion of Engineer in Charge at site.
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) : 8 graded stone aggregate 40 mm nominal size) as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.
Providing and laying cement concrete - all works upto plinth level 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.
Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights. (Useful stone shall be recover @1430.00 per Cum)
Providing and laying stone filling behind retaining walls as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.
Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge In cement mortar
PVC pipe single socketed pipe 75mm dia for weep hole as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.
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