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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹3.3 Cr+₹9.3 L (2.96%)Rejected-AOC | L2 | Rejected-AOC Accepted | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical B 9 VIMAL SHRUSHTI KAIJ ROAD AMBAJOGAI DIST BEED | BEED | MAHARASHTRA | 413207 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.0 Cr
EMD Value
₹1.5 L
Closing Date
4 May 2026, 6:55 pmClosed
Executive Engineer P.W.D. Ambajogai
Executive Engineer P.W.D. Ambajogai
Design, Supply, Installation, Testing and Commissioning of Prefabricated Pakaged Hospital Liquiid Waste Management System (PPHLWMS) Including all Civil, Mechanical, Electrical and Instrumentaion G.M.C.H Ambajogai Tq.Ambajogai Dist.Beed
2026_PWR_1297476_3
Ambajogai_PWD_B_1_01_2026_27
Open Tender
Civil Works
Percentage
365 days
Ambajogai
Pls refer tender document.
2 documents required · 2 mandatory
₹2,360
₹1.5 L
Chief Engineer, P.W.Region Ch. Sambhajinagar
1 Oct 2026
29 Apr 2026
6 May 2026
29 Apr 2026
4 May 2026
29 Apr 2026
30 Apr 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 | Providing supplying in standard length (PE material) Structured-Wall plastic piping system for non pressure underground drainage and sewerage with smooth internal & corrugated external surface confirming to IS 16098:Part-2 2013 with spigot or plain end with necessary jointing material coupler including transportation and freight charges, inspection charges, loading and unloading charges, conveyance to departmental store and stacking the same in closed shade duly protecting from direct sun ray and rains excluding GST levied by Gol and GoM in all respect, etc. complete.
HDPE DWC Class SN 8
200 mm | - | One Running Metre | 730 | - |
| 2 | Lowering, Laying and Jointing (PE material) Structured-Wall plastic piping system for non pressure underground by heating to the ends of pipes with the help of tefflon coated electric heater to the required temparature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. The pressing may be required to be done with Jacks/Hydraulic Jacks/Butt fusion machine etc. complete with all materials labours as directed by Engineer - in -charge.
HDPE DWC Class SN-8
200 millimetre | - | One Running Metre | 54.06 | - |
| 3 | Hydraulic testing of HDPE (PE material) Structured-Wall plastic piping system for non pressure underground line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position
200 millimetre | - | One Killometre | 5.67 | - |
| 4Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. | |||||
| 4.01 | A] Lift 0.00 to 1.50 Metre | 1 | One Cubic Metre | 181.5 | ₹181.32 |
| 4.02 | B] Lift 1.50 to 3.00 Metre | - | One Cubic Metre | 198 | - |
| 5Excavation for foundation / pipe trenches in hard murum including removing the excavated material up to a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in- charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. | |||||
| 5.01 | A] Lift 0.00 to 1.50 Metre | 1 | One Cubic Metre | 205.7 | ₹205.49 |
| 5.02 | B] Lift 1.50 to 3.00 Metre | - | One Cubic Metre | 222.2 | - |
| 6 | Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labor, fuel), etc. complete.
Dewatering Work : for 5 HP,8 hrs, 12 days | - | One BHP Hour | 90.78 | - |
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