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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹1.8 L+₹69,219.46 (61.4%)Admitted-Finance GEETA DEVI | L2 | Admitted-Finance | |
| 3 | L3₹1.9 L+₹75,569.90 (67.0%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | daleep thakur L3 | GEETA DEVI L2 | GHANSHYAM RANA L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. in all kind of soil such as pick ,jumper work blasting in soft/hard rock chiselling where blasting is prohibited saturated soil dressing staking the excavated soil within all leads and lifts clear from the edge of excavation and then returing the stacked soil 15cm layeers when required into plinths sides of foundation ect. conslidating each deposited layer by ramming and watering and disposing of all surplus excavated earth as directed with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge. | 25.31 | Cum | 490 ₹12,401.9 | 485 ₹12,275.35 | 420 ₹10,630.2 Lowest |
| 2.00 | Wire crates of G.I wire filled with bolders with square cut faces against the wire (wire crates to be measured and paid for separately) complete with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge. | 35.16 | Cum | 2,810 ₹98,799.6 | 2,700 ₹94,932 | 1,700 ₹59,772 Lowest |
| 3.00 | Wire crates of G.I wire filled with bolders with square cut faces against the wire (Bolder filling to be measured and paid for separately) G.I wire 5mm thick corresponding to SWG-6.15cm*15cm mesh. complete with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge. | 168.75 | Sqm | 435 ₹73,406.25 | 420 ₹70,875 | 235 ₹39,656.25 Lowest |
| 4.00 | Removal of slips in all kinds of soil (including saturated soil but excluding boulders and rocky portions requiring blasting upto a distance 20 meters disposing of un-serviciable materials, stacking the serviciable materials and neatly dressing the surface. complete with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge. | 9.72 | Cum | 380 ₹3,693.6 | 398 ₹3,868.56 | 275 ₹2,673 Lowest |
Tender Value
₹1.5 L
EMD Value
₹3,100
Closing Date
25 Sept 2026, 5:00 pmClosed
EE
Executive Engineer JS Division Baggi Distt. Mandi H.P.
as per BoQ
2026_HPIPH_143547_1
EE-JSD-BGI-TA-Tender/2026- 16851-99 Dated 15/09/2026
Open Tender
Civil Works
Item Rate
90 days
Baggi
as per NIT
6 documents required · 6 mandatory
₹350
₹3,100
1 Oct 2026
17 Sept 2026
26 Sept 2026
17 Sept 2026
25 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches etc. in all kind of soil such as pick ,jumper work blasting in soft/hard rock chiselling where blasting is prohibited saturated soil dressing staking the excavated soil within all leads and lifts clear from the edge of excavation and then returing the stacked soil 15cm layeers when required into plinths sides of foundation ect. conslidating each deposited layer by ramming and watering and disposing of all surplus excavated earth as directed with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge. | 25.31 | Cum | - | - |
| 2 | Wire crates of G.I wire filled with bolders with square cut faces against the wire (wire crates to be measured and paid for separately) complete with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge. | 35.16 | Cum | - | - |
| 3 | Wire crates of G.I wire filled with bolders with square cut faces against the wire (Bolder filling to be measured and paid for separately) G.I wire 5mm thick corresponding to SWG-6.15cm*15cm mesh. complete with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge. | 168.75 | Sqm | - | - |
| 4 | Removal of slips in all kinds of soil (including saturated soil but excluding boulders and rocky portions requiring blasting upto a distance 20 meters disposing of un-serviciable materials, stacking the serviciable materials and neatly dressing the surface. complete with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge. | 9.72 | Cum | - | - |
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