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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹75.41Accepted-AOC KATHUA KATHUA JAMMU AND KASHMIR | KATHUA | JAMMU AND KASHMIR | 184101 | ₹75.41 Quoted ₹15.07 | 1 | Accepted-AOC l1 |
| 2 | 2₹10Rejected-Finance | ₹10 | 2 | Rejected-Finance l2 |
| 3 | 3₹1.10Rejected-Finance | ₹1.10 | 3 | Rejected-Finance l3 |
| 4 | 4₹1Rejected-Finance AT HELAJOT PO PS JHAJHA DIST JAMUI | BOKARO | JHARKHAND | 825102 | ₹1 | 4 | Rejected-Finance l4 |
Updated dates
Tender Value
₹88.8 L
EMD Value
₹1.8 L
Closing Date
4 May 2026, 5:00 pmClosed
EXECUTIVE ENGINEER PMGSY DIVISION BILLAWAR
WARD NO. 7 TILLA BILLAWAR
RIAR TO BAGGAN JK07221
2026_JKRRD_147238_1
03/EE/PMGSY/B OF 2026 27 DATED 08/04/2026
Open Tender
Civil Works - Roads
150 days
BAGGAN
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,600
₹1.8 L
EXECUTIVE ENGINEER PMGSY DIVISION BILLAWAR
10 Jun 2026
9 Apr 2026
5 May 2026
10 Apr 2026
4 May 2026
10 Apr 2026
11 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 |
|---|---|---|---|---|---|
| 0.0 | 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, as directed by
Engineer-in-Charge. | - | Cum | - | - |
| 0.0 | 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) | - | Cum | - | - |
| 0.0 | 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) | - | Cum | - | - |
| 0.0 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1
cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete(Coping) | - | Sqm | - | - |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. | - | Sqm | - | - |
| 0.0 | Hand-packing stones filling in wire-crates; including cost of crates and stones. | - | Cum | - | - |
| 0.0 | Dumping stone including cost of stones in Horizontal on level | - | Cum | - | - |
| 0.0 | Providing and laying watering and compacting in layers not exceeding 200mm thick with 80-100KN roller,river bed material free from organic material mixed with coarse aggregate round nallah shingle max. aggregate size 75mm thick including carriage from source to site of work including of all leads and lift complete. | - | Cum | - | - |
| 0.0 | Earth work in bulk 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. | - | Cum | - | - |
| 0.0 | Carriage of Material by mechanical transport from source to site of work includidng loading/un-loading complete
Sand / Stone aggregate below 40 mm for average distance 26.0 km | - | Cum | - | - |
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