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Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
28 Jul 2026, 4:00 pm3d left
Er. Layaqit Ali (Executive Engineer)
OFFICE OF THE EXECUTIVE ENGINEER PWD DIV SURANKOTE
Please Refer to BOQ.
2026_PWDJK_315054_1
e-NIT No.42 of 2026-27 Dated 08-07-2026
Open Tender
Civil Works
Percentage
30 days
SURANKOTE
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,100
EXECUTIVE ENGINEER PWD DIVISION SURANKOTE
₹80,000
Yes
28 Jul 2026
8 Jul 2026
29 Jul 2026
8 Jul 2026
28 Jul 2026
8 Jul 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 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Wet | 246 | Cum | 184.95 | ₹45,497.7 |
| 3 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm | 232.65 | Cum | 1,204.15 | ₹2,80,145.5 |
| 4 | Stone screening of size 13.2 mm nominal size (Type A) | 51.18 | Cum | 1,204.15 | ₹61,628.4 |
| 5 | Good Earth | 18.61 | Cum | 281.3 | ₹5,234.99 |
| 6 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type ofscreening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density" | 232.65 | Cum | 768.15 | ₹1,78,710.1 |
| 7 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in meplant, carriage of mixed material by tipper to site, for all leads & lifu, laying in uniform layers with mechanical paver finisher in suE base / base course on well prepared surface and compacting with vibratory roller of 8 to l0 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge | 232.65 | Cum | 1,885.95 | ₹4,38,766.27 |
| 8 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost ofcentring and shuttering. All work upto plinth level with: l:5:10 (l cement : 5 coarse sand : '10 graded stone aggegate 40 mm nominal size) | 0.9 | Cum | 4,826.5 | ₹4,343.85 |
| 9 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost ofcentring and shuttering. All work upto plinth level with: l:3:6 (l cement : 3 coarse sand : '6 graded stone aggegate 20 mm nominal size) | 2.7 | Cum | 5,733.6 | ₹15,480.72 |
| 10 | Centering and shattering including strutting, propping etc. and removal df form for: Foundations, fe6tings, bases of columns etc. for mass concrete. | 24 | Sqm | 286.35 | ₹6,872.4 |
| 11 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm | 3,069 | Sqm | 74.35 | ₹2,28,180.15 |
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