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Tender Value
₹35.3 L
EMD Value
₹70,580
Closing Date
5 Oct 2026, 5:00 pm5d left
PMGSY Division Udhampur
PMGSY DIVISION UDHAMPUR
Permanent Restoration on road from Nagulta to Razzar Pkg No JK14 362
2026_JKRRD_149712_2
e-nit 76 Permanent Restoration
Open Tender
Civil Works - Roads
Percentage
90 days
PMGSY Division Chenani
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹70,580
29 Sept 2026
29 Sept 2026
6 Oct 2026
29 Sept 2026
5 Oct 2026
29 Sept 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 trench excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil.70%, Ordnary Rock 20%, Hard Rock 10% (Blasting probhitted). | 333.4 | Cum | 398.1 | ₹1,32,726.54 |
| 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 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 7.76 | Cum | 4,826.5 | ₹37,453.64 |
| 3 | 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) (Using 20% Plims of size not over 160 mm split nallah stone) | 42.3 | Cum | 4,774.46 | ₹2,01,959.66 |
| 4 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not
less than 25 kg each as per drawing and technical specifications Clause 1301 | 1,330.56 | Cum | 1,707.72 | ₹22,72,223.92 |
| 5 | Back filling(Stone filling) behind R/Wall, abutment, wing wall etc (incl. cost of stone) | 334.82 | Cum | 937.9 | ₹3,14,027.68 |
| 6 | Earth filling of available earth (exculding rock with consolidation) | 502.24 | Cum | 218.4 | ₹1,09,689.22 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete | 84.6 | Sqm | 286.35 | ₹24,225.21 |
| 8Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. | |||||
| 8.01 | Sand for an av.90 Kms disntace. | 18.72 | Cum | 1,182.74 | ₹22,140.89 |
| 8.02 | Stone Aggregate 40 mm and below for an av. 30 Kms disntace. | 37.02 | Cum | 520.34 | ₹19,262.99 |
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