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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-Finance H NO 2228 3 SECTOR 45 C CHANDIGARH | CHANDIGARH | CHANDIGARH | CHANDIGARH | ₹3.3 L | L1 | Accepted-Finance due to lowest rate. |
| 2 | L2₹3.6 LRejected-Finance 623 A SMALL FLAT SECTOR 38 DHANAS CHANDIGARH | CHANDIGARH | CHANDIGARH | CHANDIGARH | ₹3.6 L | L2 | Rejected-Finance due to higher rate. |
| 3 | L3₹3.7 LRejected-Finance | ₹3.7 L | L3 | Rejected-Finance due to higher rate. |
| 4 | L4₹3.8 LRejected-Finance 1627 SECTOR 26 PANCHKULA | PANCHKULA | HARYANA | 133301 | ₹3.8 L | L4 | Rejected-Finance due to higher rate. |
Tender Value
₹4.6 L
EMD Value
₹9,300
Closing Date
6 Apr 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer Project Public Health Division No.1 Chandigarh
Repairing, Raising up of Manholes and Road Gullies Cover and Frame alongwith Providing and Fixing of Road Gully/ Manholes Cover and Frames and other allied works contingent thereto in 100 Bedded Hospital, Sector-48, U.T., Chandigarh.
2026_CHD_91510_1
PH1/2026/364
Open Tender
Public Health Products
90 days
Chandigarh
Scanned copy of Online UTR No.and Transaction Slip Receipt for Rs.9300Works 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
₹9,300
15 Apr 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 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 |
|---|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||||
| 1.1 | All kinds of soil. | - | Cum | - | - | 2.8.1 |
| 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 | - | - | - | - | 2.10.1 |
| 2.2 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | - | Mtr | - | - | 2.10.1.2 |
| 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 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - | 4.1.3 |
| 3.2 | 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | - | - | 4.1.11 |
| 4Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | ||||||
| 5Centering and shuttering including strutting, propping etc. and removal of form for : | ||||||
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