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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.9 LAccepted-Finance | ₹26.9 L | L1 | Accepted-Finance low rate |
| 2 | L2₹26.9 LRejected-Finance | ₹26.9 L | L2 | Rejected-Finance High Rate |
| Sl No | Description | Qty | Unit | CHISTIYA ENTERPRISES L2 | Nasima Traders L1 |
|---|---|---|---|---|---|
| 1.00 | soft murum | 105 | cum | 315 ₹33,075 | 313 ₹32,865 |
| 2.00 | rubble | 402.5 | cum | 655 ₹2.6 L | 653 ₹2.6 L |
| 3.00 | Portland Cement | 126.87 | tonne | 6,000 ₹7.6 L | 6,000 ₹7.6 L |
| 4.00 | Close graded Granular sub-base Material 9.5 mm to 4.75 mm | 77 | cum | 1,200 ₹92,400 | 1,200 ₹92,400 |
| 5.00 | Stone Aggregate (single size): 12.5 mm nominal size | 77 | cum | 1,050 ₹80,850 | 1,050 ₹80,850 |
| 6.00 | Stone Aggregate(single size): 20 mm nominal size | 214.37 | cum | 1,050 ₹2.3 L | 1,050 ₹2.3 L |
| 7.00 | Gravel 40 mm dm | 98 | cum | 1,050 ₹1.0 L | 1,050 ₹1.0 L |
| 8.00 | Vibrator (Needle type 40 mm) | 147 | Day | 1,352.32 ₹2.0 L | 1,352.32 ₹2.0 L |
| 9.00 | Coarse sand (zone III) | 116.75 | cum | 1,600 ₹1.9 L | 1,600 ₹1.9 L |
| 10.00 | Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper | 89.25 | Day | 470 ₹41,947.50 | 470 ₹41,947.50 |
Updated dates
Tender Value
₹26.9 L
EMD Value
₹5,000
Closing Date
15 May 2026, 5:00 pmClosed
Sarpanch Grampanchayat Dhadhari
Grampanchayat Office Dhadhari
Supplying Of Building material and required eqipment for Construction of cement concret raod at Grampanchayat Dhadhari
2026_PALGH_1299814_1
GP Dhadhari/ET1/2026-27
Open Tender
Consumables - Raw Materials
60 days
at Grampanchayat Dhadhari
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹5,000
19 May 2026
5 May 2026
16 May 2026
5 May 2026
15 May 2026
5 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | soft murum | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | rubble | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Portland Cement | - | tonne | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Close graded Granular sub-base Material 9.5 mm to 4.75 mm | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Stone Aggregate (single size): 12.5 mm nominal size | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Stone Aggregate(single size): 20 mm nominal size | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Gravel 40 mm dm | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Vibrator (Needle type 40 mm) | - | Day | 1 | - | BI01010001010000000000000515BI0100001120 |
| 9 | Coarse sand (zone III) | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper | - | Day | - | - | BI01010001010000000000000515BI0100001122 |
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