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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.1 LAdmitted-Finance | -39.90% | ₹9.1 L | L1 | Admitted-Finance |
| 2 | L2₹9.4 L+₹28,809.53 (3.18%)Admitted-Finance | -37.99% | ₹9.4 L+₹28,809.53 (3.18%) | L2 | Admitted-Finance |
| 3 | L3₹9.5 L+₹45,853.91 (5.06%)Admitted-Finance | -36.86% | ₹9.5 L+₹45,853.91 (5.06%) | L3 | Admitted-Finance |
| 4 | L4₹10.2 L+₹1.1 L (12.3%)Admitted-Finance | -32.50% | ₹10.2 L+₹1.1 L (12.3%) | L4 | Admitted-Finance |
| 5 | L5₹10.4 L+₹1.3 L (14.3%)Admitted-Finance | -31.32% | ₹10.4 L+₹1.3 L (14.3%) | L5 | Admitted-Finance |
Tender Value
₹15.1 L
EMD Value
₹30,160
Closing Date
4 May 2026, 5:00 pmClosed
Office of the Executive Engineer PMGSY Div Budhal
Office of the Executive Engineer PMGSY Div Budhal
Permanent Restoration of road from L025 Lower Planger to Badhnoo Part-II, Pkg No. JK12-501, Length 06.10 Kms
2026_JKRRD_147398_2
EE/PMGSY/B /06 Date.28.04-2026
Open Tender
CIVIL
Percentage
budal
Permanent Restoration of road from L025 Lower Planger to Badhnoo Part-II, Pkg No. JK12-501, Length
06.10 Kms
2 documents required · 2 mandatory
₹600
Office of the Executive Engineer PMGSY Div Budhal
₹30,160
Yes
Office of the Executive Engineer PMGSY Div Budhal
9 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 by mechical means ( hydrulic exacavator) in trenches for foundation of drains pipes cables etc ( not execeeding 1: 5 M in width ) and dressing of siders and ramnming of bottoms lift upto 1: m getting out exevated within lead of 50m in all kinds of soil | 178.01 | Cum | 256.85 | ₹45,721.87 |
| 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) | 14.42 | Cum | 5,733.6 | ₹82,678.51 |
| 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) | 42.36 | Cum | 6,591.25 | ₹2,79,205.35 |
| 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) | 2.9 | Cum | 7,275.25 | ₹21,098.23 |
| 5 | Stone filling Hand packed in horizontal on level including coast of stone behind R/Wall | 108 | cum | 937.9 | ₹1,01,293.2 |
| 6 | Rqaandom Rubble Mechinery with hard stone in foundation and plinth including levelling up with cement concrete 1:8:12 (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). | 93.52 | Cum | 5,402.97 | ₹5,05,285.75 |
| 7 | Dry random bubble massory with hard stone in foundation and plinth with bond stone B/ wall and r/wall | 51.45 | cum | 3,262.1 | ₹1,67,835.05 |
| 8 | Providing and making Gabion structure with mechanical woven double twisted hexagonal shaped wire mesh gabion boxes as per IS 16014:2012 Morth clause 2500 of required size 1m interval having wire per meter of mash as per drawing all complete as per direction of Engineers in charge complete job. | 69.12 | cum | 1,765.5 | ₹1,22,031.36 |
| 9 | Providing laying, non pressure pipes of specified class Rcc pipes including collars spiogt jointed with stiff mixture of cement motor in proprotion of 1:2 (1 cement 2 Fine sand Rcc Pipes 600mm dia piupes | 10 | RMT | 2,415.8 | ₹24,158 |
| 10 | Contering and shguttering including shuttering propping etc and removal of work for foundation footing bases for columns drains without slabs. | 8.4 | cum | 286.35 | ₹2,405.34 |
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