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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹64.4 LAdmitted-Fee/PreQual/Technical/Finance | -28.65% | ₹64.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹68.3 L+₹3.9 L (6.03%)Admitted-Fee/PreQual/Technical/Finance | -24.35% | ₹68.3 L+₹3.9 L (6.03%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹72.2 L+₹7.8 L (12.1%)Admitted-Fee/PreQual/Technical/Finance | -20.00% | ₹72.2 L+₹7.8 L (12.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹75.4 L+₹11.0 L (17.0%)Admitted-Fee/PreQual/Technical/Finance | -16.51% | ₹75.4 L+₹11.0 L (17.0%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹90.8 L
EMD Value
₹1.8 L
Closing Date
8 Jun 2026, 5:00 pmClosed
EXECUTIVE ENGINEER REW KISHTWAR
HALL NO. 4 MINI SECTT O/O EXECUTIVE ENGINEER
REFER TO THE BOQ
2026_RDPR_310366_1
09 of REW KISHTWAR 2026-27 Dated.20.05.2026
Open Tender
Civil Works
Percentage
300 days
KISHTWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Rural Development and Panchayati Raj
₹1.8 L
9 Jun 2026
20 May 2026
9 Jun 2026
20 May 2026
8 Jun 2026
20 May 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 |
|---|---|---|---|---|---|
| 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 kinds | - | CUM | - | - |
| 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 | - | CUM | - | - |
| 3 | 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 outexcavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: | - | CUM | - | - |
| 4 | Hand-packing stones in wire-crates; excluding cost of crates and stones | - | cum | 1 | - |
| 5 | Supply of stones | - | cum | - | - |
| 6 | PCrates made of Mesh type 10x12 (D=100 mm) Zn+PVC coated. Mesh wire diameter 2.70/3.70 mm (ID/OD) | - | sqm | - | - |
| 7 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone | 1 | CUM | - | - |
| 8 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 1 | CUM | 1 | ₹1 |
| 9 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering 1:2:4(1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | SQM | - | - |
| 10 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering 1:3:6(1 cement : 3coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | SQM | - | - |
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cc.pdf
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