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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC | ₹6.9 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹7.0 LRejected-Finance GOVT CONTRACTOR VILLAGE DUMMI P O PAABOO TEHSIL DISTT SHIMLA | ₹7.0 L | L2 | Rejected-Finance Higher Bidder |
| 3 | L3₹7.1 LRejected-Finance | ₹7.1 L | L3 | Rejected-Finance Higher Bidder |
| 4 | L4₹7.4 LRejected-Finance | ₹7.4 L | L4 | Rejected-Finance Higher Bidder |
| 5 | L5₹8.7 LRejected-Finance | ₹8.7 L | L5 | Rejected-Finance Higher Bidder |
| Sl No | Description | Qty | Unit | Sunil Khachi L6 | Suresh Vekta L3 | Tulsi Ram Sharma L4 | AMAR CHAND L1 | suresh jagta L7 | Mohinder Singh Govt. Contractor L5 | ANIL SHARMA L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | [Earth work in excavation by mechanical means (Hydraulic excavator)/manual 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 Divisional Forest Officer, Theog. All Kinds of soil]
Retaining Wall Foundation | 15.19 | cum | 504 ₹7,656.77 | 106 ₹1,610.35 | 260 ₹3,949.92 | 100 ₹1,519.2 Lowest | 504 ₹7,656.77 | 149 ₹2,263.61 | 100 ₹1,519.2 Lowest |
| 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 :1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size)]
Retaining Wall Foundation | 3.8 | cum | 7,200 ₹27,345.6 | 4,500 ₹17,091 | 6,500 ₹24,687 | 7,000 ₹26,586 | 7,300 ₹27,725.4 | 5,900 ₹22,408.2 | 4,000 ₹15,192 Lowest |
| 3.00 | [Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : One face dressed]
In Retaining Wall | 18.99 | cum | 41,000 ₹7,78,590 | 30,004 ₹5,69,775.96 | 30,500 ₹5,79,195 | 29,000 ₹5,50,710 Lowest | 41,005 ₹7,78,684.95 | 37,999 ₹7,21,601.01 | 31,850 ₹6,04,831.5 |
| 4.00 | [Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand :12 graded stone aggregate 20 mm nominal size) upto plinth level]
within Retaining Wall | 23.21 | cum | 7,200 ₹1,67,112 | 5,002 ₹1,16,096.42 | 5,500 ₹1,27,655 | 4,800 ₹1,11,408 | 7,300 ₹1,69,433 | 4,999 ₹1,16,026.79 | 3,300 ₹76,593 Lowest |
| 5.00 | Providing weap holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structure with slope of 1(v):20(h) towards drawing face complete as per drawing and technical
specification clauses 614, 709, 1204.3.7. | 21 | metre | 504 ₹10,584 | 160 ₹3,360 | 150 ₹3,150 | 200 ₹4,200 | 540 ₹11,340 | 149 ₹3,129 | 100 ₹2,100 Lowest |
Tender Value
Refer Docs
EMD Value
₹19,700
Closing Date
5 Mar 2026, 5:00 pmClosed
DFO Theog
Divisional Forest Office Theog
Construction of Retaining wall Around Gadakufer Lake at U-85 GadaKufer
2026_FD_129729_1
AE/2025-26
Open Tender
Civil Works
Item Rate
90 days
Gadakufer Lake at U 85 Gadakufer of Theog Range
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Payable To DFO Theog
₹19,700
7 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
[Earth work in excavation by mechanical means (Hydraulic excavator)/manual 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 Divisional Forest Officer, Theog. All Kinds of soil] Retaining Wall Foundation
[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)] Retaining Wall Foundation
[Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : One face dressed] In Retaining Wall
[Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand :12 graded stone aggregate 20 mm nominal size) upto plinth level] within Retaining Wall
Providing weap holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structure with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7.
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