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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.7 LAccepted-AOC | ₹21.7 L | L1 | Accepted-AOC due to lowest firm. |
| 2 | L2₹22.6 L+₹88,676.21 (4.09%)Rejected-Finance | ₹22.6 L+₹88,676.21 (4.09%) | L2 | Rejected-Finance due to higher rate. |
| 3 | L3₹25.0 L+₹3.3 L (15.1%)Rejected-Finance H NO 2228 3 SECTOR 45 C CHANDIGARH | CHANDIGARH | CHANDIGARH | CHANDIGARH | ₹25.0 L+₹3.3 L (15.1%) | L3 | Rejected-Finance due to higher rate. |
Tender Value
₹26.0 L
EMD Value
₹52,010
Closing Date
21 Jul 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer Project Public Health Division No.1 Chandigarh
Improvement of Junction Between Sector 50 And 63 Near Model Jail at Sarover Path, U.T., Chandigarh. (Providing and Laying of SW Line with constructions of Road Gullies).
2026_CHD_94051_1
PH1/2026/431
Open Tender
Public Health Products
Percentage
60 days
Chandigarh
Scanned copy of Online UTR No.and Transaction Slip Receipt for Rs.52010Works completed during last 7Yrs, Performance Certificates, Annual Financial Turn Over for the last 3yrs, Affidavit reg.non blacklisted as mentioned in the tender documents.
2 documents required · 2 mandatory
₹0
₹52,010
21 Aug 2026
15 Jul 2026
22 Jul 2026
15 Jul 2026
21 Jul 2026
15 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | |||||
| 1.1 | All kinds of soil | 215 | Cum | 172.71 | ₹37,132.65 |
| 2Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : | |||||
| 2.1 | All kinds of soil | - | - | - | - |
| 2.2 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 631 | Mtr | 342.64 | ₹2,16,205.84 |
| 2.3 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | 156 | Mtr | 534.91 | ₹83,445.96 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 39 | Cum | 2,066.41 | ₹80,589.99 |
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 4.1 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources). | 8 | Cum | 7,665.78 | ₹61,326.24 |
| 4.2 | 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 20 | Cum | 6,022.53 | ₹1,20,450.6 |
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