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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | -0.05% | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹5,014.83 (0.04%)Admitted-Finance | -0.01% | ₹1.3 Cr+₹5,014.83 (0.04%) | L2 | Admitted-Finance |
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
10 Jun 2026, 12:00 pmClosed
Superintending Engineer
Municipal Corporation Patiala
Construction of Dog Shelter in Patiala City Est Cost Rs. 125.37 lacs dt 28/29.05.2026
2026_DLG_168000_1
MCP/2026/51-53/01
Open Tender
Civil Works
Percentage
180 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹2.5 L
Yes
15 Jul 2026
22 May 2026
10 Jun 2026
22 May 2026
10 Jun 2026
22 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 | Precast Cement plank complete in all respect including excavation, poles, planks and complete installation | 9,505.28 | sft | 150 | ₹14,25,792 |
| 2 | Compaction of Earth work Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) | 6,515.44 | sq. meters | 6.32 | ₹41,177.58 |
| 3 | Carriage of good earth from lead of 5kms | 2,636.59 | cum | 195.85 | ₹5,16,376.15 |
| 4 | Loading of malba (mechanical means) | 2,636.59 | cum | 20.52 | ₹54,102.83 |
| 5 | Extra for laying earth/fly ash as per specifications
in 20 cm. Layers and dressing but excluding cost
of rolling. | 2,636.59 | cum | 65.32 | ₹1,72,222.06 |
| 6 | Extra for watering the earth/fly ash laid in 20 cm
layers as per specifications for compaction. | 2,636.59 | cum | 15.8 | ₹41,658.12 |
| 7 | Extra for rolling to specifications. | 2,636.59 | cum | 17.91 | ₹47,221.33 |
| 8 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | 248.59 | cum | 191.74 | ₹47,663.36 |
| 9 | Cement concrete 1:6:12 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type | 25.07 | cum | 4,350.74 | ₹1,09,089.58 |
| 10 | Reinforced cement concrete M-25
mechanically batch mixed using batch type
concrete mixer as per IS:1791 and vibrated
by needle vibrator but excluding steel
reinforcement centring and shuttering in
foundation and plinth | 178.4 | cum | 6,317.48 | ₹11,27,008.59 |
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