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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 CrAccepted-AOC VILLAGE KAIRWAN KARANPUR PO RAJPUR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹9.4 Cr | L1 | Accepted-AOC NTP for work |
| 2 | Rejected-Technical 254 DOON VIHAR JAKHAN RAJPUR ROAD DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | - | - | Rejected-Technical Nonresponsive |
| Sl No | Description | Qty | Unit | sakla nand lakhera L1 |
|---|---|---|---|---|
| 1.00SEWER LAYING / PRESSURE MAIN WORKS | ||||
| 2.00 | Setting- out Survey:- Surveying and levelling for the proposed alignment of pipe line by Total station method engaging special tools and plants vehicle hire charges, transportation, initial incidental charges such as jungle clearance etc. Preparation of Tree map and alignment plan, duly incorporating salient details, such as topographical features, permanent landmarks, bench marks etc. at appropriate points, alignment plans and longitudinal section plan at 30 m intervals in addition to other salient locations such as branches, bends, culverts, river crossing etc. with all field particulars in AutoCAD and submission of plan (3 sets), along with LF books with making all entries with certification by beyond qualified Engineers with soft copy and marking TBM stones at required places with bench mark registers soft copies (3 sets) and hard copies (5 sets) etc., complete as directed by Engineer | 3.23 | km | 10,000 ₹32,300 Lowest |
| 3.00 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately By Mechanical Means (including cutting at the edges of road surfaces to be dismantled). Breaking by excavator at the edges of road surfaces to be dismantled shall not be permitted. Bituminous Road | 23.82 | cum | 320 ₹7,622.4 Lowest |
| 4.00 | Dismantling of Cement Concrete Pavement: Dismantling of cement concrete pavement by mechanical means (including cutting at the edges of road surfaces to be dismantled) using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. Breaking by excavator at the edges of road surfaces to be dismantled shall not be permitted. | 1,092.82 | cum | 1,400 ₹15,29,948 Lowest |
| 5.00 | Taking out existing CC interlocking paver blocks from footpath/ central verge, 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 | 300 | sqm | 108 ₹32,400 Lowest |
| 6.00Excavation below road top/ GL (GL to be reckoned as Existing Ground Level, hereafter) by manual or mechanical means for laying of sewers, manholes, Chambers, sumps etc. in soil including extra excavation below inverts, trimming and dressing of sides, levelling and back filling of trenches by excavated earth in 20 cm layers, watering and ramming, compacting the same conforming to MoRTH, including removal of surplus earth or other dismantled material up to a distance of 50 meters from the centre of trenches and lifts as below, stacking and spreading as directed, preparing the bed for laying of pipe/foundation, cleaning of site properly after completion of work etc. complete. Excavation by mechanical means shall be restricted up to 90 cm beyond invert levels at every point of excavation. Excavation from invert level to 90 cm beyond shall be done by manual means only. | ||||
| 7.00Excavation in soil mixed with murrum, shingle, kankar, boulder excluding dewatering requiring use of specials Tools & Plants, if required. | ||||
| 7.01 | 0.0 m to 1.5 m below GL | 1,230.59 | cum | 250 ₹3,07,647.5 Lowest |
| 7.02 | 1.5 m to 3.0 m below GL | 127.08 | cum | 370 ₹47,019.6 Lowest |
| 8.00Excavation of earth in trenches for laying of sewer (considering 90% soil mixed with shingle, boulder and 10% medium rock) excluding dewatering requiring use of specials Tools & Plants, if required. | ||||
Tender Value
Refer Docs
EMD Value
₹19.5 L
Closing Date
24 Mar 2026, 5:00 pmClosed
General Manager Ganga
Office of the General Manager Construction Circle Ganga Uttarakhand Peyjal Nigam Haridwar
Supplying Laying Jointing Constructing Testing and Commissioning of Sewerage Networks House Service Connections and Sewage Pump Stations in Bhagat Singh Colony Haripur Kalan Dehradun
2025_MDPEY_90115_2
6171/Lekha-6/18 Dated 11.12.2025
Open Tender
Composite Works
Item Rate
365 days
Bhagat Singh Colony Haripur Kalan Dehradun
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Project Manager C and M Unit Ganga UKPJN
₹19.5 L
Haridwar
3 Aug 2026
2 Mar 2026
25 Mar 2026
2 Mar 2026
24 Mar 2026
10 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SEWER LAYING / PRESSURE MAIN WORKS | |||||
| 2 | Setting- out Survey:- Surveying and levelling for the proposed alignment of pipe line by Total station method engaging special tools and plants vehicle hire charges, transportation, initial incidental charges such as jungle clearance etc. Preparation of Tree map and alignment plan, duly incorporating salient details, such as topographical features, permanent landmarks, bench marks etc. at appropriate points, alignment plans and longitudinal section plan at 30 m intervals in addition to other salient locations such as branches, bends, culverts, river crossing etc. with all field particulars in AutoCAD and submission of plan (3 sets), along with LF books with making all entries with certification by beyond qualified Engineers with soft copy and marking TBM stones at required places with bench mark registers soft copies (3 sets) and hard copies (5 sets) etc., complete as directed by Engineer | 3.23 | km | - | - |
| 3 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately By Mechanical Means (including cutting at the edges of road surfaces to be dismantled). Breaking by excavator at the edges of road surfaces to be dismantled shall not be permitted. Bituminous Road | 23.82 | cum | - | - |
| 4 | Dismantling of Cement Concrete Pavement: Dismantling of cement concrete pavement by mechanical means (including cutting at the edges of road surfaces to be dismantled) using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. Breaking by excavator at the edges of road surfaces to be dismantled shall not be permitted. | 1,092.82 | cum | - | - |
| 5 | Taking out existing CC interlocking paver blocks from footpath/ central verge, 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 | 300 | sqm | - | - |
| 6Excavation below road top/ GL (GL to be reckoned as Existing Ground Level, hereafter) by manual or mechanical means for laying of sewers, manholes, Chambers, sumps etc. in soil including extra excavation below inverts, trimming and dressing of sides, levelling and back filling of trenches by excavated earth in 20 cm layers, watering and ramming, compacting the same conforming to MoRTH, including removal of surplus earth or other dismantled material up to a distance of 50 meters from the centre of trenches and lifts as below, stacking and spreading as directed, preparing the bed for laying of pipe/foundation, cleaning of site properly after completion of work etc. complete. Excavation by mechanical means shall be restricted up to 90 cm beyond invert levels at every point of excavation. Excavation from invert level to 90 cm beyond shall be done by manual means only. | |||||
| 7Excavation in soil mixed with murrum, shingle, kankar, boulder excluding dewatering requiring use of specials Tools & Plants, if required. | |||||
| 7.01 | 0.0 m to 1.5 m below GL | 1,230.59 | cum | - | - |
| 7.02 | 1.5 m to 3.0 m below GL | 127.08 | cum | - | - |
| 8Excavation of earth in trenches for laying of sewer (considering 90% soil mixed with shingle, boulder and 10% medium rock) excluding dewatering requiring use of specials Tools & Plants, if required. | |||||
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