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Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
6 Jul 2026, 4:00 pm
Similar tender results from the same govt authority in the past 3 years.
EE Mahore
Mahore
BOQ
2026_PWDJK_312704_4
ENIT NO 14
Open Tender
Civil Works
60 days
Mahore
NIT
2 documents required · 2 mandatory
₹1,000
eepwd
₹80,000
17 Jun 2026
17 Jun 2026
7 Jul 2026
17 Jun 2026
6 Jul 2026
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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 manual 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 : | 17.6 | Cum | 576.45 | ₹10,145.52 |
| 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 2.2 | Cum | 4,826.5 | ₹10,618.3 |
| 3 | . Drain / slip clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal
lead upto 50 m and lift upto 1.5 m. | 360 | Cum | 331.15 | ₹1,19,214 |
| 4 | 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) with 20% boulders. | 34 | Cum | 5,733.6 | ₹1,94,942.4 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. | 40 | Sqm | 628.95 | ₹25,158 |
| 6 | Stone filling Hand-packed stones incl. supply of stones | 21 | Cum | 900 | ₹18,900 |
| 7 | Prividimg & 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 of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. | 247.5 | Cum | 1,972.3 | ₹4,88,144.25 |
| 8 | 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. | 3,300 | Sqm | 75.75 | ₹2,49,975 |
| 9 | 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 bitumen surface @ 0.50 Kg/sqm | 3,300 | Sqm | 56.1 | ₹1,85,130 |
| 10 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of
grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 165 | Cum | 8,734.85 | ₹14,41,250.25 |
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