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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.4 LAdmitted-Finance | -44.70% | ₹14.4 L | L1 | Admitted-Finance |
| 2 | L2₹15.3 L+₹88,413.01 (6.15%)Admitted-Finance | -41.30% | ₹15.3 L+₹88,413.01 (6.15%) | L2 | Admitted-Finance |
| 3 | L3₹16.8 L+₹2.4 L (16.6%)Admitted-Finance | -35.51% | ₹16.8 L+₹2.4 L (16.6%) | L3 | Admitted-Finance |
| 4 | L4₹19.4 L+₹5.0 L (34.7%)Admitted-Finance | -25.51% | ₹19.4 L+₹5.0 L (34.7%) | L4 | Admitted-Finance |
| 5 | L5₹25.2 L+₹10.8 L (75.4%)Admitted-Finance | -3.00% | ₹25.2 L+₹10.8 L (75.4%) | L5 | Admitted-Finance |
Tender Value
₹26 L
EMD Value
₹52,000
Closing Date
1 Sept 2026, 6:00 pmClosed
Executive Engineer PWD (RandB) Division Ramnagar.
Executive Engineer PWD (RandB) Division Ramnagar.
PLEASE REFER TO BOQ
2026_PWDJK_322366_1
e-NIT No. 49 of 2026-27 Dated- 25-08-2026
Open Tender
Civil Works
Percentage
60 days
SA LTAN/KHOON
PLEASE REFER TO NIT
2 documents required · 2 mandatory
₹600
Executive Engineer PWD (RandB) Division Ramnagar.
₹52,000
10 Sept 2026
25 Aug 2026
2 Sept 2026
25 Aug 2026
1 Sept 2026
25 Aug 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 |
|---|---|---|---|---|---|
| 1Earth 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. | |||||
| 1.1 | All kind of soil @80% | 745.1 | cum | 187.3 | ₹1,39,557.23 |
| 1.2 | Ordinary rock @20% | 186.28 | cum | 392.8 | ₹73,170.78 |
| 2 | 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. | 45.21 | cum | 218.4 | ₹9,873.86 |
| 3Earth 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, esspits 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: | |||||
| 3.1 | All kind of soil @70% | 186.49 | cum | 256.85 | ₹47,899.96 |
| 3.2 | Ordinary rock @30% | 79.93 | cum | 493.5 | ₹39,445.46 |
| 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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40
mm nominal size) | 26.68 | cum | 4,826.5 | ₹1,28,771.02 |
| 5 | Providing & laying in position cement concrete of specified grade excluding
the cost of centering and shuttering -- All work upto plinth level 1:3:6 (1
cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) crushed.
Incl. 20% Plum | 161.85 | cum | 4,774.46 | ₹7,72,746.35 |
| 6 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
agg.) finished with a floating coat of neat cement including cement slurry,
but excl. the cost of nosing of steps etc. 50 mm thick with 20 mm nominal
size stone aggregate. | 100.5 | sqm | 562.15 | ₹56,496.08 |
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