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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5,460.57Admitted-Fee/PreQual/Technical/Finance | -35.50% | ₹5,460.57 | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6,799.04+₹1,338.47 (24.5%)Admitted-Fee/PreQual/Technical/Finance | -19.69% | ₹6,799.04+₹1,338.47 (24.5%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7,873.38+₹2,412.81 (44.2%)Admitted-Fee/PreQual/Technical/Finance | -7.00% | ₹7,873.38+₹2,412.81 (44.2%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹9,397.26+₹3,936.69 (72.1%)Admitted-Fee/PreQual/Technical/Finance | +11.00% | ₹9,397.26+₹3,936.69 (72.1%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹7 L
EMD Value
₹14,000
Closing Date
3 Aug 2026, 6:00 pmClosed
EE PHED
chittorgarh
Rate contract for construction of soak pit near existing handpump under PHED Division Chittorgarh
2026_PHCJA_577316_1
nit07 ee phed cor
Open Tender
Civil Works
Percentage
365 days
chittorgarh
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
through egrass challan
₹14,000
Yes
4 Aug 2026
24 Jul 2026
4 Aug 2026
24 Jul 2026
3 Aug 2026
24 Jul 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 |
|---|---|---|---|---|---|
| 2 | 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 | - |
| 3 | 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 .: | - | - | - | - |
| 4 | Ordinary rock | - | cum | 365 | - |
| 5 | Hard rock (requiring blasting) | - | cum | 546 | - |
| 6 | Hard rock(blasting prohibited) | - | cum | 782 | - |
| 7 | Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids | - | - | - | - |
| 8 | Size 9 to 12 mm | - | cum | 1,997 | - |
| 9 | Size 3 to 5 mm | - | cum | 2,928 | - |
| 10 | Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4, with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge | - | sqm | 1,648 | - |
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