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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.5 LAdmitted-Fee/PreQual/Technical/Finance | -6.00% | ₹15.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹16.4 L+₹95,367.06 (6.17%)Admitted-Fee/PreQual/Technical/Finance | -0.20% | ₹16.4 L+₹95,367.06 (6.17%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹16.4 L+₹98,162.30 (6.35%)Admitted-Fee/PreQual/Technical/Finance | -0.03% | ₹16.4 L+₹98,162.30 (6.35%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹16.4 L+₹98,655.58 (6.38%)Admitted-Fee/PreQual/Technical/Finance | +0.00% | ₹16.4 L+₹98,655.58 (6.38%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹16.4 L
EMD Value
₹32,880
Closing Date
17 Aug 2026, 4:00 pmClosed
Executive Engineer
FBI Division Tangmarg
Ferozpora Nallah Kunzer Branch- Re-sectioning and crate protection works at Khore sherabad from RD 19155-19200m
2026_IFC_319369_3
Enit no 09 of 2026-27 of FBI Division Tangmarg
Open Tender
Civil Works
Percentage
30 days
Tangmarg
As per nit
3 documents required · 3 mandatory
₹800
Yes
Executive Engineer FBI Division Tangmarg
₹32,880
Yes
27 Aug 2026
4 Aug 2026
18 Aug 2026
4 Aug 2026
17 Aug 2026
5 Aug 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 bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
All kinds of soil : | 1,786.62 | Cum | 187.3 | ₹3,34,633.93 |
| 2 | Hand packing of stones into wire crates excl. cost of stones. | 424.12 | Cum | 371.15 | ₹1,57,412.14 |
| 3 | Supply of GI wire crates of specified size 16'x16' made of 4mm dia GI wire with 4.5"x4.5" mesh including prpoer fabricartion, weaving, bindling and testing from any govt approved testing agency, confirming to relevant IS standards including binding wire complete as per directions of Engineer In charge | 19,478.68 | sft | 25 | ₹4,86,967 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 140.68 | Cum | 218.4 | ₹30,724.51 |
| 5 | Supply of boulders. | 424.12 | Cum | 700 | ₹2,96,884 |
| 6 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated
Earth in layers not exceeding 20 cm in depth. | 156.28 | Cum | 462.9 | ₹72,342.01 |
| 7 | Carriage of Materials by Mechanical Transport
Boulders (average lead 15km) | 424.12 | Cum | 405.31 | ₹1,71,900.08 |
| 7.01 | Wire crates (avg 20 km) | 2.42 | tonnes | 1,093.15 | ₹2,645.42 |
| 8 | Carriage of Materials by Manual means 300 m
Boulders | 183.14 | Cum | 493.08 | ₹90,302.67 |
| 8.01 | Wire crates. | 1.76 | tonnes | 254.51 | ₹447.94 |
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