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Tender Value
Refer Docs
EMD Value
₹1.9 L
Closing Date
27 Jul 2026, 5:00 pm
Managing Director
PRTC Head Office Nabha Road Patiala
Construction of New Administrative Office Block of PRTC at Workshop Budhlada
2026_TRANS_171391_1
PRTC/XEN/2K26/94
Open Tender
Civil Works - Others
120 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.9 L
6 Jul 2026
6 Jul 2026
28 Jul 2026
6 Jul 2026
27 Jul 2026
6 Jul 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 excavation in foundations, frenches, etc. in all kinds of soil where pick jumper work lis not involved and not exceeding 2.0 meters 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 a lead of 30 metres. (CSR 6.6) | 320.4 | Cum | 191.74 | ₹61,433.5 |
| 2 | Cement concrete 1:4:8 with stone ballast 40 mm gauge in foundation and plinth using concrete mixer. (CSR 10.6 b) | 26.43 | Cum | 5,075.12 | ₹1,34,135.42 |
| 3.01 | Reinforced cement cocrete M-25 mechanically mixed in concrete mixer as per IS: 1791 and vibrated by needle vibrator but excluding steel reinforcement, centering and shuttering in foundation Footings F1 (CSR 10.16 a) | 3.89 | Cum | 6,375.61 | ₹24,801.12 |
| 3.02 | Reinforced cement cocrete M-25 mechanically mixed in concrete mixer as per IS: 1791 and vibrated by needle vibrator but excluding steel reinforcement, centering and shuttering in foundation Plinth Beams (CSR 10.16 b) | 9.3 | Cum | 7,165.74 | ₹66,641.38 |
| 4 | Centring & shuttering or foundations & footings (CSR 9.1) | 59.43 | Sqm | 221.24 | ₹13,148.29 |
| 5 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres (CSR 6.8 a i) | 128.16 | Cum | 66.37 | ₹8,505.98 |
| 6 | Earth filling underfloors with soil taken from outside including loading, unloading & carriage with average lead of 10 km., manually ramming, watering, laid into layers coplete in all respects. (6.8 a) | 231.79 | Cum | 382.83 | ₹88,736.17 |
| 7 | Reinforced cement cocrete M-25 mechanically mixed in concrete mixer as per IS: 1791 and vibrated by needle vibrator but excluding steel reinforcement, centering and shuttering in superstructure. (CSR 10.21) | 65.83 | Cum | 7,165.74 | ₹4,71,720.66 |
| 8 | Damp proof course 7.5 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration at 1.65 kg per Sq.m. laid hot and sanded. (CSR 10.27) | 57.26 | Sqm | 380.4 | ₹21,781.7 |
| 9 | Centring and shuttering for flat surface such as Suspended floors, Roofs, Landing, Chhajjas, Shelves etc. (CSR 9.8) | 496.24 | Sqm | 560.46 | ₹2,78,122.67 |
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