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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAdmitted-Finance | ₹2.0 L | L1 | Admitted-Finance |
| 2 | L2₹2.6 L+₹60,403.15 (30.8%)Admitted-Finance | ₹2.6 L+₹60,403.15 (30.8%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Naveen singh Govt Contractor L2 | Jashwant Singh L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in drains and channels etc. in earth work lift up to 1.5 meter stacking the excavated soil not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 cm layers, when required into plinths, sides of foundation etc. consolidatig each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts in PW:JW (50:50) including carrage of all materials with in all leads. | 21.25 | Cum | 200 ₹4,250 Lowest | 240 ₹5,100 |
| 2.00 | Wire crates of G.I. wire filles with boulders with square cut faces against the wire ( wire crate to be measured and paid for seprately). | 99.61 | Cum | 375 ₹37,353.75 Lowest | 960 ₹95,625.6 |
| 3.00 | Wire crates made of G.I. wire filled with boulders with square cut faces against the wire ( boulder filling to be measured and paid for seprately) 4 mm thick G.I. wire corresponding to SWG-8 15cm x 15cm mesh. | 478.1 | Nos. | 450 ₹2,15,145 | 200 ₹95,620 Lowest |
Tender Value
₹2.9 L
EMD Value
₹5,737
Closing Date
16 Sept 2025, 11:00 amClosed
Executive Engineer
Executive Engineer Jal Shakti Division Nalagarh District Solan HP
Restoration of rain damages of LIS Dhang Plassi in Tehsil Nalagarh Distt. Solan HP SH Construction of wirecrate 21.25 mtrs Long towards spur side in Chikni Khad for LIS Dhang)
2025_HPIPH_114061_1
6688-6738 dated 06-09-2025
Open Tender
Civil Works
Item Rate
90 days
Nalagarh
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹5,737
Yes
16 Sept 2025
6 Sept 2025
16 Sept 2025
6 Sept 2025
16 Sept 2025
6 Sept 2025
Amount
Excavation in drains and channels etc. in earth work lift up to 1.5 meter stacking the excavated soil not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 cm layers, when required into plinths, sides of foundation etc. consolidatig each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts in PW:JW (50:50) including carrage of all materials with in all leads.
Wire crates of G.I. wire filles with boulders with square cut faces against the wire ( wire crate to be measured and paid for seprately).
Wire crates made of G.I. wire filled with boulders with square cut faces against the wire ( boulder filling to be measured and paid for seprately) 4 mm thick G.I. wire corresponding to SWG-8 15cm x 15cm mesh.
Naveen singh Govt Contractor (BID ID -555292)
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