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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹207.4 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received | ||
| 3 | Rejected-Technical | - | Rejected-Technical Non-responsive | ||
| 4 | Rejected-Technical | - | Rejected-Technical Non-responsive | ||
| 5 | Rejected-Technical | - | Rejected-Technical Non-responsive |
Tender Value
₹189.5 Cr
EMD Value
₹3.8 Cr
Closing Date
31 May 2024, 11:00 amClosed
Office of ACE,PHED, Region Kota
Office of ACE,PHED, Region Kota
Execution Testing Commissioning of Intake well ,3 WTPs, 3CWRs, Raw Water Rising Main including 10 Years O n M under Nonera Water Supply Project under JJM Dist.Kota and Bundi PACKAGE-1
2024_PHCJA_387198_1
ACE NIT No. 25/2023-24
Open Tender
Civil Works - Water Works
Percentage
610 days
Kota
As per TD
2 documents required · 2 mandatory
₹50,000
EE,PHED,Proj. Div. Kota
₹3.8 Cr
Yes
Office of CE(SP), PHED, Raj. Jaipur
14 Feb 2025
7 Mar 2024
31 May 2024
7 Mar 2024
31 May 2024
7 Mar 2024
18 Mar 2024
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 by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:
All kinds of soil | 13,446.75 | Cum | 172 | ₹23,12,841 |
| 2Add extra for trenches for every additional lift over item no 4.1 | |||||
| 2.01 | Above 1.5 mtr and up to 3.0 mtr. | 31,068.93 | Cum | 189 | ₹58,72,027.77 |
| 3Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: | |||||
| 3.01 | Ordinary rock | 3,480 | Cum | 322 | ₹11,20,560 |
| 3.02 | Hard rock(blasting prohibited) | 1,711.36 | Cum | 674 | ₹11,53,456.64 |
| 4Add extra for trenches for every additional lift over item no 4.3 | |||||
| 4.01 | Above 1.5 mtr and up to 3.0 mtr. | 561.1 | Cum | 32 | ₹17,955.2 |
| 5Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. | |||||
| 5.01 | 600 mm | 4,600 | RMT | 9,968 | ₹4,58,52,800 |
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