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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.4 CrAdmitted-Finance AT BETIAHATA GORAKHPUR UTTAR PRADESH BIHAR OFFICE ADD VIJAY NAGAR GALI NO 2 P O B V COLLEGE P S RUPASPUR DISTT PATNA PIN 800014 | PATNA | BIHAR | 800014 | L1 | Admitted-Finance | ||
| 2 | L2₹18.1 Cr+₹67.9 L (3.91%)Admitted-Finance NEW COLONY DHARAMPUR SAMASTIPUR BIHAR 848101 | SAMASTIPUR | BIHAR | 848101 | L2 | Admitted-Finance | ||
| 3 | L3₹18.5 Cr+₹1.2 Cr (6.69%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹18.8 Cr+₹1.5 Cr (8.46%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹20.3 Cr+₹2.9 Cr (16.9%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹22.6 Cr
EMD Value
₹53.3 L
Closing Date
30 Sept 2025, 2:00 pmClosed
Executive Engineer PWD RnB Nubra
Executive Engineer PWD RnB Nubra
Construction of EKLAVYA MODEL RESIDENTIAL SCHOOL Nubra (by way of Hostel building and Academic Block).
2025_PWD_17399_1
41 of PWD RnB Nubra 2025-26
Open Tender
Civil Works - Buildings
Percentage
1080 days
Nubra
Please refer Tender documents.
4 documents required · 4 mandatory
₹20,000
Executive Engineer PWD RnB Nubra.
₹53.3 L
8 Oct 2025
2 Sept 2025
3 Oct 2025
3 Sept 2025
30 Sept 2025
3 Sept 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 excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. A)All kinds of soil @25% | 8,067.03 | Cum | 208.42 | ₹16,81,330.39 |
| 2 | Ordinary rock @ 25% | 504.53 | Cum | 383.88 | ₹1,93,678.98 |
| 3 | Hard rock (blasting prohibited) @50% | 1,009.05 | Cum | 1,095.42 | ₹11,05,333.55 |
| 4 | Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. A) All kinds of soil @25% | 188.47 | Cum | 445.85 | ₹84,029.35 |
| 5 | B) Ordinary rock @25% | 188.47 | Cum | 986.46 | ₹1,85,918.12 |
| 6 | C) Hard Rock (blasting Prohibited)@50% | 376.93 | Cum | 2,012.46 | ₹7,58,556.55 |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 2,078.99 | Cum | 220.4 | ₹4,58,209.4 |
| 8 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand | 994.87 | Cum | 5,730.38 | ₹57,00,983.15 |
| 9 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete | 2,189.61 | Cum | 495.21 | ₹10,84,316.77 |
| 10 | Providing and laying in position cement concrete1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 576.37 | Cum | 5,725.33 | ₹32,99,908.45 |
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