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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | -36.94% | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹2.5 L (1.68%)Admitted-Finance | -35.88% | ₹1.5 Cr+₹2.5 L (1.68%) | L2 | Admitted-Finance |
| 3 | L3₹1.5 Cr+₹2.9 L (1.96%)Admitted-Finance | -35.70% | ₹1.5 Cr+₹2.9 L (1.96%) | L3 | Admitted-Finance |
| 4 | L4₹1.5 Cr+₹4.2 L (2.79%)Admitted-Finance | -35.18% | ₹1.5 Cr+₹4.2 L (2.79%) | L4 | Admitted-Finance |
| 5 | L5₹1.8 Cr+₹28.4 L (18.9%)Admitted-Finance | -25.00% | ₹1.8 Cr+₹28.4 L (18.9%) | L5 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹5.2 L
Closing Date
14 Jul 2025, 6:00 pmClosed
SE PWD Circle Reasi
SE PWD Circle Reasi
CONSTRUCTION OF ROAD FROM SHIV MANDIR KHARAH TO MAJRA KUND TEHSIL POUNI DISTRICT REASI
2025_PWDJK_279046_1
e-NIT No. 01 of 2025-26 Dated 16-06-2025
Open Tender
Civil Works
Percentage
Rreasi
please refer tender documents
2 documents required · 2 mandatory
₹6,000
Yes
SE PWD Circle Reasi
₹5.2 L
Yes
20 Aug 2025
17 Jun 2025
15 Jul 2025
17 Jun 2025
14 Jul 2025
17 Jun 2025
17 Jun 2025 - 14 Jul 2025
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 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 All kind of Soil @ 70% | 6,370 | cum | 187.3 | ₹11,93,101 |
| 2 | 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 Ordinary Rock @ 20% | 1,820 | cum | 392.8 | ₹7,14,896 |
| 3 | 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 Hard Rock Require Blasting @ 10% | 910 | cum | 687.1 | ₹6,25,261 |
| 4 | Earth work in excavation by mechanical means 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 50m from cutting edge. All kinds of soil | 1,355.23 | cum | 256.85 | ₹3,48,090.83 |
| 5 | Providing and laying cement concrete of 1:5:10(1 cement : 5 coarse sand: 10 graded stone aggregate 40mm nominal size) grade excluding thecost of centering and shuttering. All work upto plinth level(Crushed stone aggregate 40mm) | 107.24 | cum | 4,826.5 | ₹5,17,593.86 |
| 6 | Providing and laying cement concrete of 1:3:6(1 cement : 3 coarse sand: 6 graded stone aggregate 20mm nominal size) grade excluding thecost of centering and shuttering. All work upto plinth level(Crushed stone aggregate 20mm) | 0.9 | cum | 5,733.6 | ₹5,160.24 |
| 7 | Random Rubble masonry with hard stone from nallah in foundation and plinth including leveling up with cement concrete1 :6:12 ( 1 Cement: 6 coarse sand : 12 graded stone aggregate20mm nominal size) at plinth level and curing complete with cement mortar 1:6 | 221.18 | cum | 5,402.9 | ₹11,95,013.42 |
| 8 | Dry Random Rubble Masonry in foundation and plinth without bond stone. | 477.18 | cum | 2,793.8 | ₹13,33,145.48 |
| 9 | Hand Packing stone filling behind R wall/ C. Concrete and other areas including supply of stone | 265.16 | cum | 1,156 | ₹3,06,524.96 |
| 10 | Hand Packing stones in wire crates including cost of wire crates | 216 | cum | 2,119.68 | ₹4,57,850.88 |
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