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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.8 LAccepted-Finance | ₹12.8 L | L1 | Accepted-Finance due to lowest rate. |
| 2 | L2₹13.2 L+₹43,557.68 (3.41%)Rejected-Finance | ₹13.2 L+₹43,557.68 (3.41%) | L2 | Rejected-Finance due to higher rate. |
| 3 | L3₹13.9 L+₹1.2 L (9.07%)Rejected-Finance | ₹13.9 L+₹1.2 L (9.07%) | L3 | Rejected-Finance due to higher rate. |
| 4 | L4₹14.5 L+₹1.7 L (13.7%)Rejected-Finance H NO 238 SECTOR 41 D BADHERI CHANDIGARH | ₹14.5 L+₹1.7 L (13.7%) | L4 | Rejected-Finance due to higher rate. |
Tender Value
₹14.7 L
EMD Value
₹29,350
Closing Date
28 May 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer Project Public Health Division No.1 Chandigarh
Providing and Fixing of Storm Water Line and Road Gullies between Junction No.52 and 53 (V-3 Road) under Sector-31 and 47 Road, U.T., Chandigarh.
2026_CHD_91925_3
PH1/2026/372
Open Tender
Public Health Products
Percentage
60 days
Chandigarh
Scanned copy of Online UTR No.and Transaction Slip Receipt for Rs.29350Works 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
₹29,350
5 Jun 2026
22 May 2026
29 May 2026
22 May 2026
28 May 2026
22 May 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 for all lift, as directed by Engineer-in-charge. | |||||
| 1.1 | All kinds of soil | 170 | Cum | 172.71 | ₹29,360.7 |
| 2Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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 | 522 | Mtr | 342.64 | ₹1,78,858.08 |
| 2.3 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | 59 | Mtr | 534.91 | ₹31,559.69 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 19 | Cum | 2,066.41 | ₹39,261.79 |
| 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). | 3 | Cum | 7,665.78 | ₹22,997.34 |
| 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) | 8 | Cum | 6,022.53 | ₹48,180.24 |
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