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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹24.8 LAdmitted-Finance | -17.10% | ₹24.8 L | L1 | Admitted-Finance |
| 2 | L2₹24.8 L+₹7,468.28 (0.30%)Admitted-Finance | -16.85% | ₹24.8 L+₹7,468.28 (0.30%) | L2 | Admitted-Finance |
| 3 | L3₹25.0 L+₹25,392.17 (1.03%)Admitted-Finance | -16.25% | ₹25.0 L+₹25,392.17 (1.03%) | L3 | Admitted-Finance |
| 4 | L4₹25.5 L+₹75,877.77 (3.06%)Admitted-Finance | -14.56% | ₹25.5 L+₹75,877.77 (3.06%) | L4 | Admitted-Finance |
| 5 | L5₹26.6 L+₹1.8 L (7.23%)Admitted-Finance | -11.11% | ₹26.6 L+₹1.8 L (7.23%) | L5 | Admitted-Finance |
Tender Value
₹29.6 L
EMD Value
₹59,140
Closing Date
15 Sept 2026, 6:00 pmClosed
EE PWD DN DIDWANA
EE PWD DN DIDWANA
Repair , Maintainance and Painting Work of the Administrative building of Khunkhuna police Station and minor Construction of 4 Toilets and 4 Bathroom.
2026_CEPWD_595542_5
NIT NO 10 of 2026-27 EE PWD DN DIDWANA
Open Tender
Civil Works
Percentage
90 days
DIDWANA
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE PWD DN DIDWANA, MD RISL JAIPUR
₹59,140
Yes
17 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
15 Sept 2026
7 Sept 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 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: In cement mortar. | 66.74 | Cum | 705 | ₹47,050.29 |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 4: 8 or leaner mix. | 13.55 | Cum | 432 | ₹5,851.44 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil | 15.51 | Cum | 175 | ₹2,714.6 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. | 8.18 | Cum | 64 | ₹523.26 |
| 5 | Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. | 13.41 | Cum | 450 | ₹6,035.4 |
| 6 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix
.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | 4.49 | Cum | 3,962.4 | ₹17,807.03 |
| 7 | Random Rubble stone masonry for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :Cement Mortar 1:6 (1-Cement:6-Sand). | 17.08 | Cum | 3,406 | ₹58,186.4 |
| 8 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | 5.95 | Sqm | 173 | ₹1,028.59 |
| 9 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement.
M20 grade Nominal Mix / Design Mix | 6.12 | Cum | 5,921 | ₹36,245.4 |
| 10 | Random rubble dry stone Kharanja under floor. | 17.89 | Cum | 1,118 | ₹19,995.43 |
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