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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.6 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹5.7 L+₹13,545.60 (2.44%)Admitted-Finance NEAR OLD NAGARPARISD SIKAR | L2 | Admitted-Finance | ||
| 3 | L3₹5.7 L+₹14,501.76 (2.61%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹5.8 L+₹25,656.96 (4.61%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹6.3 L+₹78,484.80 (14.1%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
12 Feb 2026, 6:00 pmClosed
SE PHED CHURU
SE PHED CHURU
Annual Rate Contract for the work of providing, laying, jointing and testing of HDPE/DI pipelines with interconnection works under Rural/Urban Area under jurisdiction of PHED Division, Churu, District-Churu NIT 27/2025-26
2026_PHCJA_533279_1
SE/PHED/CHURU/2025-26/27
Open Tender
Miscellaneous Works
Percentage
365 days
Churu
Fee Proc Fee e-gras challan EMD bid security GST writen, Ann,sche,tech doc nd scan copy of TD
2 documents required · 2 mandatory
₹2,000
E.E. PHED DIV CHURU DDO Code 9250
₹2.4 L
Yes
24 Feb 2026
29 Jan 2026
13 Feb 2026
29 Jan 2026
12 Feb 2026
29 Jan 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 | 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 | - | Cum | 200 | - |
| 2 | Add extra for trenches for every additional lift over item no 4.1 | - | - | - | - |
| 3 | Above 1.5 mtr and up to 3.0 mtr. | - | Cum | 20 | - |
| 4 | Above 3.0 mtr and up to 4.5 mtr. | - | Cum | 39 | - |
| 5 | 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 stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: | - | - | - | - |
| 6 | Ordinary rock | - | Cum | 365 | - |
| 7 | Hard rock (requiring blasting) | - | Cum | 546 | - |
| 8 | Hard rock(blasting prohibited) | - | Cum | 782 | - |
| 9 | Add extra for trenches for every additional lift over item no 4.3 | - | - | - | - |
| 10 | Above 1.5 mtr and up to 3.0 mtr. | - | Cum | 37 | - |
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