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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹236.0 CrAdmitted-Finance AHEMDABAD B WING 15TH FLOOR PRIVILON BUILDING VIKRAM NAGAR AMBALI BOPAL ROAD BEHIND ISCONTAMPLE AHEMDABAD 380058 GUJRAT INDIA | AHMADABAD | GUJARAT | 380058 | L1 | Admitted-Finance | ||
| 2 | L2₹266.8 Cr+₹30.8 Cr (13.1%)Admitted-Finance JINDAL ITF CENTRE 28 SHIVAJI MARG MOTI NAGAR NEW DELHI 110015 INDIA | NEW DELHI | WEST DELHI | DELHI | 110015 | L2 | Admitted-Finance | ||
| 3 | Not Admitted-Fee/PreQual/Technical C 88 RDC RAJ NAGAR GHAZIABAD 201002 U P | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201002 | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹210.1 Cr
EMD Value
₹4.2 Cr
Closing Date
15 Apr 2025, 6:00 pmClosed
ACE,PHED, Region Jhalawar
ACE,PHED, Region Jhalawar
Construction of 02 No RCC Intake well of 15mtr diameter with approach bridge on either bank or river and Transmission Main, WTP, etc and 10 years OnM Jhalawar and Kota distt. under Parwan Akawad Package-I
2025_PHCJA_450101_1
ACE JHA NIT NO. 04/2024-25
Open Tender
Civil Works - Water Works
Percentage
730 days
Jhalawar
As per PQ Bid
2 documents required · 2 mandatory
₹50,000
EE,PHED,Proj. Div. II Jhalawar
₹4.2 Cr
Yes
Office of CE(SP), PHED, Raj. Jaipur
24 Jun 2025
26 Feb 2025
16 Apr 2025
26 Feb 2025
15 Apr 2025
26 Feb 2025
12 Mar 2025
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 | Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineering charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. | 12,000 | m2 | 6 | ₹72,000 |
| 2 | Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottom, lift up to 1.5mt including taking out the excavated soil and depositing & refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50.00mt including stacking of usefull material. Deduct for earthwork in excavation in foundation trenches or rains where excavated soil is not required to be refilled in Jhiri. | - | - | - | - |
| 3 | a. Ordinary Rock | 384.7 | Cum | 279 | ₹1,07,331.3 |
| 4 | b. Hard rock (requiring blasting) Useful material 30% | 7,309.3 | Cum | 372 | ₹27,19,059.6 |
| 5 | Add extra for every additional lift of 1.5 m or part thereof : . In ordinary rock & hard rock | - | - | - | - |
| 6 | Lift 1.5 m to 3.0m | 2,876.3 | Cum | 26.4 | ₹75,934.32 |
| 7 | Lift 3.0m to 4.5m | 729.9 | Cum | - | - |
| 8 | Lift 4.5m to 6.0m | 729.9 | Cum | - | - |
| 9 | Lift 6.0m to 7.0m | 243.3 | Cum | - | - |
| 10 | Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before ompaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering ) including loading and un-loading wherever required complete in all respect. | 458.3 | cum | 113 | ₹51,787.9 |
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