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| Tender ID | 5006821 |
|---|---|
| Organisation Name | Department Of Local Government |
| Tender Brief | Corrigendum : Rough Cost Estimate Of Providing And Laying Of Missing Links Of Sewer Line Of 200 Mm Dia. In Pta -2 In Mc Patiala. Est Cost Rs. 35.44 Lacs Dt 29/30.07.2026 |
| Last Date For Submission | 3rd Aug, 2026 |
| Opening Date | 04 Aug, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 70880.00 |
| Estimated Cost | 3544000.00 |
| City | Patiala |
|---|---|
| State | Punjab |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Dismantling concrete - Lime concrete, cement concrete of 1:6:12 or leaner mix | 69.05400 | Cum |
| 2 | Taking out existing CC interlocking paver blocks from footpath/central verge/pavement, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 690.54000 | Sq.Mtr |
| 3 | Excavation in trenches with straight or open cutting in streets, lanes or in open areas for intramural sullage drains, intramural intercepting drains and outfall drains storm water channels and other work contingent or incident thereto, by mechanical means (JCB or Hydraulic excavator) including manually dressing of bed, trimming of sides and side slopes to full dimensions and depth, dewatering of rain water, diversion of traffic, providing and fixing and maintenance of caution boards, fencing, night signals, watching etc. subsequent refilling, watering and dressing upto ground level for lead upto 15 m and for all lifts including disposing surplus soils up to 15 metre complete in all respects. (A) Depth upto 2.00 m (ii) For Ordinary soil having gravel up to 40% | 1,381.08000 | Cum |
| 4 | Extra over and above the rate of item No. 29.2, 29.4, 29.5 (a to e) for lowering sub-soil water level from its natural level, as decided by the Engineer-in-charge, by every 0.30 m depth (upto requisite depth), including cost of bore holes machinery and carrying out the work in safe manner complete in all respects. It is assumed that 120 meters sewer will be laid in one month. Boring on both sides alternatively at 3 meters C/C and pumping of water with 5.00 B.H.P motors working 24 hours onl 8 nos . Bores, 4 on each side of the sewer will be sufficient to lower the sub soil water level upto 2.1 mteres. (a) For sewers below 760 mm i/d. | 10.00000 | M |
| 5 | Providing and fixing timbering on face of trenches if required for sewers and manholes for item 29.4 and 29.5 irrespective of the depth, measuring each timbered surface of trench on which timbering is done. (A) Type-I Simple form of timbering (ii) For trench having width above 1m and upto 2m | 609.60000 | Sq.Mtr |
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