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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.2 LAccepted-AOC 195 FLAT NO 5068 2ND FLOOR MODERN HOUSING COMPLEX MANIMAJRA CHANDIGARH | CHANDIGARH | CHANDIGARH | CHANDIGARH | ₹12.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹13.3 L+₹1.2 L (9.44%)Rejected-Finance 159 GREEN VALLEY APARTMENT DHAKOLI ZIRAKPUR MOHALI | ₹13.3 L+₹1.2 L (9.44%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹15.1 L+₹2.9 L (23.5%)Rejected-Finance 2313 3 SECTOR 45 C CHANDIGARH | ₹15.1 L+₹2.9 L (23.5%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹15.3 L+₹3.1 L (25.3%)Rejected-Finance 1192 SECTOR 79 MOHALI | ₹15.3 L+₹3.1 L (25.3%) | L4 | Rejected-Finance Being L4 |
Tender Value
₹15.5 L
EMD Value
₹30,955
Closing Date
17 Apr 2026, 11:30 amClosed
Executive Engineer
EEMCPH Division no. 1, sector 11, Chandigarh
URGENT STRENGTHENING AND PROVIDING, LAYING OF 200mm (8 Inch) i/d SEWER LINE INFRONT OF DAINIK BHASKAR AND PUNJAB KESARI BUILDING AT SECTOR 25 AND OTHER ALLIED WORKS UNDER THE CHARGE OF SDE MCPH SUB DIVISION No. 13, CHD
2026_MCC_91550_2
2026_MCPH1_058
Open Tender
Public Health Estate Works
Percentage
45 days
Chandigarh
Please refer tender documents
2 documents required · 2 mandatory
₹1,000
₹30,955
1 Jun 2026
10 Apr 2026
17 Apr 2026
10 Apr 2026
17 Apr 2026
10 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 |
|---|---|---|---|---|---|
| - | Earth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (DSR I. No. 2.8.1) | - | P.cum | - | - |
| - | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil. (DSR I. No. 2.26.1) | - | P.cum | - | - |
| - | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (DSR I. No. 19.1) | - | - | - | - |
| - | 150 mm diameter (DSR I. No. 19.1.2) | - | P.Mtr | - | - |
| - | 200 mm diameter (DSR I. No. 19.1.3) | - | P.Mtr | - | - |
| - | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : (DSR I. No. 19.3) | - | - | - | - |
| - | 150 mm diameter S.W. pipe (DSR I. No. 19.3.2) | - | P.mtr | - | - |
| - | 200 mm diameter S.W. pipe (DSR I. No. 19.3.3) | - | P.mtr | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 manufactured sand derived from recycled concrete aggregate (RCA): 10 graded stone aggregate 40 mm nominal size. (DSR I. No. 4.1.10A) | - | P.cum | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand i/c manufactured sand derived from recycled concrete aggregate (RCA) upto 25% : 4 graded stone aggregate 40 mm nominal size Recycled concrete Aggregate (RCA) upto 25% (NSI based on DSR I.No. 4.1.4) | - | P.cum | - | - |
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