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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.8 LAdmitted-Finance | -47.50% | ₹15.8 L | L1 | Admitted-Finance |
| 2 | L2₹17.9 LAdmitted-Finance | -40.40% | ₹17.9 L | L2 | Admitted-Finance |
| 3 | L3₹18.1 LAdmitted-Finance | -39.57% | ₹18.1 L | L3 | Admitted-Finance |
| 4 | L4₹18.2 LAdmitted-Finance | -39.30% | ₹18.2 L | L4 | Admitted-Finance |
| 5 | L5₹18.4 LAdmitted-Finance | -38.59% | ₹18.4 L | L5 | Admitted-Finance |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
20 Feb 2026, 6:00 pmClosed
Er. Sanjeev Sharma
XEN PWD Akhnoor
BOQ
2026_PWDJK_301676_3
e-NIT No. 65 of 2025-26 Dated 29-01-2026
Open Tender
Civil Works
120 days
Khugga
NIT
2 documents required · 2 mandatory
₹600
XEN PWd Akhnoor
₹60,000
26 Feb 2026
30 Jan 2026
21 Feb 2026
30 Jan 2026
20 Feb 2026
30 Jan 2026
Engaging hydraulic excavator/back hoe/jcb for removing damaged walls , unwanted material,clearing site /removing of old slab etc and all other works
Earth work in excavation in trenches for foundation, drain, pipes, cables etc ( not exceeding 1.5 m in width ) and for shafts, wells. Cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 m inciuding disposal of excavated earth in:
P/Laying of cement conct. 1:5:10 mix using 40mm N/ size of agg
P/Laying of cement conct. 1:3:6 Of specified grade excluding the cost of form work, cement using 20mm N/ size of agg
Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) using 30% stones
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)
Reinforcement for RCC work including straightening , cutting, bending, placing in position and binding all complete
Cetering and shuttering including strutting propping etc and removal of form for foundation footings, bases of columns etc for mass concret.
Foundations, footings, bases of columns etc. for mass concrete
Columns, pillars, piers, abutments, posts and struts.
Suspended floors, roofs, landings, balconies and access platforms.
Edge of slab
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Providing & making Gabion structure (size 6m x 1.2m x1.2m) 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%) Zinc coated, Mesh wire diameter 3.0mm, 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, as per drawing, including cost of stones/supply/ carriage all complete as per direction of Engineer-in-charge.
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.
Carriage of material within avg. lead from source to site of work
Sand 15.0 KM by MT
Agg. Below 40 mm 5.0 KM by MT
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