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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 LAccepted-Finance | ₹18.8 L | L1 | Accepted-Finance due to lowest rate. |
| 2 | L2₹19.0 LRejected-Finance | ₹19.0 L | L2 | Rejected-Finance due to higher rate. |
| 3 | L3₹19.1 LRejected-Finance 195 FLAT NO 5068 2ND FLOOR MODERN HOUSING COMPLEX MANIMAJRA CHANDIGARH | CHANDIGARH | CHANDIGARH | CHANDIGARH | ₹19.1 L | L3 | Rejected-Finance due to higher rate. |
| 4 | L4₹19.8 LRejected-Finance 147 D H B COMPLEX SECTOR 14 PANCHKULA HARYANA | PANCHKULA | HARYANA | ₹19.8 L | L4 | Rejected-Finance due to higher rate. |
Tender Value
₹20.6 L
EMD Value
₹41,210
Closing Date
21 Apr 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer Project Public Health Division No.1 Chandigarh
Providing Rain Water Harvesting System in Govt. Model Middle School, Sector-45, Chandigarh.
2026_CHD_91362_2
PH1/2026/362
Open Tender
Public Health Products
90 days
Chandigarh
Scanned copy of Online UTR No.and Transaction Slip Receipt for Rs.41210Works 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
₹41,210
28 Apr 2026
15 Apr 2026
22 Apr 2026
15 Apr 2026
21 Apr 2026
15 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Sub Head No.1 - Construction of Trench Cum Injection Well (Size 4.57 x 3.65 mm X 4.10mm) | ||||||
| 1.1 | Earth 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-incharge. | - | - | - | - | 2.6 |
| 1.2 | All kinds of soil | - | Cum | - | - | 2.6.1 |
| 2Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | ||||||
| 2.1 | All kinds of soil (1.50 Mtr to 3.00 Mtr) | - | Cum | - | - | 2.26.1 |
| 2.2 | All kinds of soil (3.00 Mtr to 4.50 Mtr) | - | Cum | - | - | - |
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
| 3.1 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | - | - | - | 4.1.8 |
| 3.2 | Collecting Tank | - | Cum | - | - | - |
| 4Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | ||||||
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