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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.3 LAdmitted-Finance | -42.00% | ₹3.3 L | L1 | Admitted-Finance Others-challan not found |
| 2 | L2₹3.5 L+₹24,285.55 (7.43%)Admitted-Finance | -37.69% | ₹3.5 L+₹24,285.55 (7.43%) | L2 | Admitted-Finance |
| 3 | L3₹3.6 L+₹29,356.78 (8.98%)Admitted-Finance | -36.79% | ₹3.6 L+₹29,356.78 (8.98%) | L3 | Admitted-Finance |
| 4 | L4₹3.6 L+₹33,808.20 (10.3%)Admitted-Finance R O VILLAGE KADWA TEHSIL BASANTGARH | -36.00% | ₹3.6 L+₹33,808.20 (10.3%) | L4 | Admitted-Finance |
| 5 | L5₹4.5 L+₹1.2 L (37.9%)Admitted-Finance | -19.99% | ₹4.5 L+₹1.2 L (37.9%) | L5 | Admitted-Finance |
Tender Value
₹5.6 L
EMD Value
₹11,200
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 Samsamat to Dodasanbala, Pkg No. JK12-167,Length-08.00Kms
2026_JKRRD_147398_7
EE/PMGSY/B /06 Date.28.04-2026
Open Tender
CIVIL
Percentage
Budhal
Permanent Restoration of road from Samsamat to Dodasanbala, Pkg No. JK12-167,Length-08.00Kms
2 documents required · 2 mandatory
₹600
Yes
Office of the Executive Engineer PMGSY Div Budhal
₹11,200
Yes
Office of the Executive Engineer PMGSY Div Budhal
8 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 3m depth in AKSin all kinds of soil | 58.68 | Cum | 256.85 | ₹15,071.96 |
| 2 | 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) | 4.59 | Cum | 5,202.9 | ₹23,881.31 |
| 3 | Polygonal / Random Rubble masonary uncoursed brought to course in 1:6 fine sand morter in foundation and plinth with cement morter 1:6 (1 cement 6 coarse Sand) | 59.75 | Cum | 5,402.9 | ₹3,22,823.27 |
| 4 | Polygonal / Random Rubble masonary laid dry uncoursed brought to course in foundation plinth with bond stone | 31.66 | Cum | 3,262.1 | ₹1,03,278.09 |
| 5 | 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 : 6coarse sand : 4 graded stone aggregate 200 mm nominal size) and curing complete. | 24.6 | cum | 416.5 | ₹10,245.9 |
| 6 | Back filling behind R/wall abutment wing wall return with available stone from earthwork complete as per drawing & technical specification clause 1204.3.8 labour rate. | 16.52 | Cum | 578.15 | ₹9,551.04 |
| 7 | Centering and shuttering including strutting propping and removal of form work for foundation mass concrete | 16.2 | Sqm | 286.35 | ₹4,638.87 |
| 8.1 | sand for an average distance of 128 Km by MT | 25.43 | cum | 1,602.26 | ₹40,745.47 |
| 8.2 | Aggrigrate 40 mm nominal size for an average distance 17 km by MT | 4.09 | RMT | 402.95 | ₹1,648.07 |
| 8.3 | Aggrigrate 20mm nominal size for an average distance 17 km by MT | 1.11 | cum | 370.67 | ₹411.44 |
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