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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹32.5 LAdmitted-Finance | -53.30% | ₹32.5 L | L1 | Admitted-Finance |
| 2 | L2₹32.6 LAdmitted-Finance | -53.10% | ₹32.6 L | L2 | Admitted-Finance |
| 3 | L3₹33.3 LAdmitted-Finance 60 4 MOTILAL GUPTA ROAD KOL 700008 | KOLKATA | WEST BENGAL | 700008 | -52.16% | ₹33.3 L | L3 | Admitted-Finance |
| 4 | L4₹33.9 LAdmitted-Finance 1 BARNAGAR BARNAGAR PAOTA JAIPUR RAJASTHAN 303106 UDYAM RJ 21 0039774 | JAIPUR | RAJASTHAN | 303106 | -51.30% | ₹33.9 L | L4 | Admitted-Finance |
| 5 | L5₹34.6 LAdmitted-Finance | -50.30% | ₹34.6 L | L5 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
17 Apr 2026, 6:00 pmClosed
Executive Engineer
New DC Complex Kishtwar
Permanent Restoration of KK road Km 2nd to Loidhar
2026_JKRRD_147237_18
ENIT No 02 of PMGSY Kishtwar, Dated- 09-04-2026
Open Tender
CIVIL
Kishtwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Executive Engineer PMGSY DIvision Kishtwar
₹1.6 L
25 Apr 2026
9 Apr 2026
18 Apr 2026
9 Apr 2026
17 Apr 2026
9 Apr 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 |
|---|---|---|---|---|---|
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soil | 1 | cum | - | - | |
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for
foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,
wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides
and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and
disposal of surplus excavated earth as directed, within a lead of 50 metres: 70% OS 20%OR & 10%HR | 1 | cum | - | - | |
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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | 1 | cum | - | - | |
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%) 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 of diameter 2.2mm, supplied
@ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of
Engineer-in-charge. | - | cum | - | - | |
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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | - | cum | - | - | |
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) | - | cum | - | - | |
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 | - | cum | - | - | |
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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | cum | - | - | |
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. | - | cum | - | - | |
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more | - | Kg | - | - |
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