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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹33.9 LAdmitted-Fee/PreQual/Technical/Finance | -33.13% | ₹33.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹35.4 L+₹1.5 L (4.52%)Admitted-Fee/PreQual/Technical/Finance | -30.11% | ₹35.4 L+₹1.5 L (4.52%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹35.5 L+₹1.6 L (4.83%)Admitted-Fee/PreQual/Technical/Finance | -29.90% | ₹35.5 L+₹1.6 L (4.83%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹36.2 L+₹2.3 L (6.88%)Admitted-Fee/PreQual/Technical/Finance | -28.53% | ₹36.2 L+₹2.3 L (6.88%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹38.6 L+₹4.8 L (14.0%)Admitted-Fee/PreQual/Technical/Finance | -23.76% | ₹38.6 L+₹4.8 L (14.0%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹50.7 L
EMD Value
₹1.0 L
Closing Date
20 Aug 2026, 4:00 pmClosed
Executive Engineer
FBI Division Tangmarg
Ferozpora Nallah- Construction of Protection work by way of Gabion work including RCC bunds on LS DS Chanapora Bridge
2026_IFC_319617_2
Enit no 10 of 2026-27 of FBI Division Tangmarg
Open Tender
Civil Works
Percentage
90 days
Executive Engineer FBI Division Tangmarg
As per NIT
3 documents required · 3 mandatory
₹1,000
Yes
Executive Engineer FBI Division Tangmarg
₹1.0 L
Yes
27 Aug 2026
5 Aug 2026
21 Aug 2026
5 Aug 2026
20 Aug 2026
6 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 : | 99.36 | cum | 592.9 | ₹58,910.54 |
| 2 | Earthwork in bulk excavation by mechanical means (hydraulic excavator) over area exceeding 30cm in depth, 1.5m in width as well as 10m2 on plan including disposal pf excavated earth lead upto 50m anfd lift upto 1.5m as directed by Engineer In charge All kinds of soils | 42.58 | cum | 187.3 | ₹7,975.23 |
| 3 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.(excluding cost of boulders) | 766 | cum | 3,129 | ₹23,96,814 |
| 4 | Opening out old damaged gabions, refilling and refurbishing with new gabions incl. supply. | 697.5 | sqm | 285.6 | ₹1,99,206 |
| 5 | Filling available excavated earth (excl rock) in trenches, plinth, sides of fdns etc. in layers not exceeding 20cm in depth, consolidating each layer by ramming and watering lead upto 50m and lift upto 1.5m | 214.54 | cum | 218.4 | ₹46,855.54 |
| 6 | P/L in position specified grade of c.conc excluding cost of centering and shuttering including curing . All work upto plinth level 1:4:8mix. (1cement:4coarse sand:8stone agg 40mm nominal size) | 1 | cum | 5,202.9 | ₹5,197.7 |
| 7 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 66.99 | cum | 7,788.4 | ₹5,21,744.92 |
| 8 | Centering & Shuttering including strutting propping etc & removal of form work Edges of slabs and breaks in floors and walls above 20 cm wide | 58.75 | sqm | 1,145.1 | ₹67,274.63 |
| 9 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete.(TMT bars) | 4,789.5 | kgs | 123.2 | ₹5,90,066.4 |
| 10 | Extraction or Collection and stacking of Boulders and breaking of boulders within the nallah excluding carriage. | 895.01 | cum | 850 | ₹7,60,758.5 |
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