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Tender Value
₹87.3 L
EMD Value
₹1.7 L
Closing Date
22 Aug 2026, 5:00 pmClosed
Office of XEN PMGSY Budhal
Office of XEN PMGSY Budhal
Permanent Restoration of road from Hasplote to Mangota, Pkg No. JK12-134, Length-11.00 Kms.
2026_JKRRD_149142_7
EE/PMGSY/B/15. Dated.14.08.2026
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
₹1,500
Office of XEN PMGSY Budhal
₹1.7 L
Yes
Office of XEN PMGSY Budhal
14 Aug 2026
14 Aug 2026
24 Aug 2026
14 Aug 2026
22 Aug 2026
14 Aug 2026
17 Aug 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 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: All kinds of soil | 1,288.9 | Cum | 256.85 | ₹3,31,053.97 |
| 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) | 48.15 | Cum | 5,733.6 | ₹2,76,072.84 |
| 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) | 427.68 | Cum | 6,591.25 | ₹28,18,945.8 |
| 4 | 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) | 7.25 | Cum | 7,275.25 | ₹52,745.56 |
| 5 | Providing and laying rcc in structurecomplete as per drawing and technical specifications m20 grade )1:1.5:3) nominal mix using 20mm downsize aggregate | 31.08 | Sqm | 7,788.4 | ₹2,42,063.47 |
| 6 | Supplying, fitting and placing HYSD bar reinforcement (Fe415) in structure complete as per drawings and technical specifications clauses 1002, 1005, 1010, 1202 . (MT) | 3,729.05 | Mt | 123.2 | ₹4,59,418.96 |
| 7 | Back filling with stones behind abutments, wings walls and reeturn walls complete as per drawing and technical specification clause 120.3.8 | 455.15 | Sqm | 937.9 | ₹4,26,885.18 |
| 8 | Polygonal/Random Rubble masonry uncoursed brought to course in 1:6 fine sand mortar in foundation and plinth width cement mortar 1:6 | 387.62 | Cum | 5,402.9 | ₹20,94,261.29 |
| 9 | Dry random mansonry with hard stone in foundation and plinth with bound stone | 186.22 | Cum | 3,262.1 | ₹6,07,468.26 |
| 10 | providing and laying HAND PACKED STONES IN WIRE CRATES INCLUDING COST OF CRATE | 276.48 | cUM | 1,765.5 | ₹4,88,125.44 |
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