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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.9 LAdmitted-Finance | -39.00% | ₹18.9 L | L1 | Admitted-Finance |
| 2 | L2₹19.2 L+₹31,310.42 (1.66%)Admitted-Finance | -37.99% | ₹19.2 L+₹31,310.42 (1.66%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Finance | - | - | - | Not Admitted-Finance Others-GST NOT LINKED WITH ACC.NUMBER |
Tender Value
₹32.0 L
EMD Value
₹63,920
Closing Date
4 May 2026, 5:00 pmClosed
Executive Engineer PMGSY Div Budhal
Office of the Executive Engineer PMGSY Div Budhal
Permanent Restoration of road from Hasplote to Mangota, Pkg No. JK12-134, Length-11.00 Kms.
2026_JKRRD_147398_9
EE/PMGSY/B /06 Date.28.04-2026
Open Tender
CIVIL
Percentage
Budhal
Permanent Restoration of road from Hasplote to Mangota, Pkg No. JK12-134, Length-11.00 Kms.
2 documents required · 2 mandatory
₹600
Yes
Office of the Executive Engineer PMGSY Div Budhal
₹63,920
Yes
Office of the Executive Engineer PMGSY Div Budhal
14 May 2026
28 Apr 2026
5 May 2026
28 Apr 2026
4 May 2026
28 Apr 2026
30 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavating for structure as per drawings and technical specifications clause 301.2 including setting out construction of shoring and bracing, removing of slupms and other delirious material and disposal upto lead of 50 mtr, dressing of sides and bottom and back filling in trenches with excavate suitable material including de-watering if any upto 3 mtr depth in all kinds of soil | 379.73 | Cum | 256.85 | ₹97,533.65 |
| 2 | Providing and laying in position cement concrete of specified grade M10 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) | 27.7 | Cum | 5,733.6 | ₹1,58,820.72 |
| 3 | Providing and laying in position cement concrete of specified grade M15 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) | 128 | Cum | 6,591.25 | ₹8,43,680 |
| 4 | Providing and laying in position cement concrete of specified grade M20 including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 6.86 | Cum | 7,275.25 | ₹49,908.22 |
| 5 | Stone filling Hand packed in horizontal on level including coast of stone behind R/Wall | 167.96 | Cum | 937.9 | ₹1,57,529.68 |
| 6 | Random Rubble Mechinery with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement:6 corse and : 12 graded stone aggrigrate 20mm nominal size) up to plinth level and curing complete with cement motor 1:6 (1 cement :6 coarse sand). | 179.47 | Cum | 5,402.9 | ₹9,69,658.46 |
| 7 | Dry random bubble massory with hard stone in foundation and plinth with bond stone B/ wall and r/wall | 94.58 | Cum | 3,262.1 | ₹3,08,529.42 |
| 8 | Hand-packing stones in wire-crates including the cost of crates.(All complete job) NSI | 103.68 | Sqm | 1,765.5 | ₹1,83,047.04 |
| 9 | Providing/laying RCC in structure complete as per drawing and technical specifications M25 Grade (1:1.5:3) nominal mix using 20 mm downsize aggregate | 7.86 | Cum | 7,275.25 | ₹57,183.47 |
| 10 | Supplying,fitting and placing HYSD Bar reinforcement in structure complete as per drawings and technical specifications clauses 1002,1005,1010,1202 (MT) | 917.64 | Rmt | 123.2 | ₹1,13,053.25 |
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