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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.8 LAccepted-AOC 195 FLAT NO 5068 2ND FLOOR MODERN HOUSING COMPLEX MANIMAJRA CHANDIGARH | CHANDIGARH | CHANDIGARH | CHANDIGARH | ₹30.8 L | L1 | Accepted-AOC L-1 |
| 2 | L2₹35.8 L+₹5.0 L (16.1%)Rejected-Finance 2313 3 SECTOR 45 C CHANDIGARH | ₹35.8 L+₹5.0 L (16.1%) | L2 | Rejected-Finance as per comparative |
| 3 | L3₹36.4 L+₹5.6 L (18.1%)Rejected-Finance 1192 SECTOR 79 MOHALI | ₹36.4 L+₹5.6 L (18.1%) | L3 | Rejected-Finance as per comparative |
Tender Value
₹36.8 L
EMD Value
₹73,562
Closing Date
17 Apr 2026, 11:00 amClosed
Executive Engineer
EEMCPH Division No. 1, sector 11, chandigarh
PROVIDING AND LAYING OF 600mm (24 inch) i/d AND 450mm (18 inch) i/d RCC NP 2 PIPE LINE FOR THE SWD NETWORK BACKSIDE OF SHOWROOM MARKET AND PARKING AREA NEAR PUBLIC TOILET BLOCK SECTOR 37, CHANDIGARH (Ch. To. SWD System).
2026_MCC_91451_2
2026_MCPH1_056
Open Tender
Public Health Estate Works
Percentage
180 days
Chandigarh
Please refer tender documents
2 documents required · 2 mandatory
₹3,000
₹73,562
1 Jun 2026
8 Apr 2026
17 Apr 2026
8 Apr 2026
17 Apr 2026
8 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 and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe (DSR I. No. 19.6.4) | - | P.mtr | - | - |
| - | 450 mm dia. R.C.C. pipe (NSI based 19.6.5) | - | P.mtr | - | - |
| - | 600 mm dia. R.C.C. pipe (NSI based 19.6.7) | - | 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 | - | - |
| - | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR I.No. 6.1.1) | - | P.cum | - | - |
| - | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) (DSR I.No. 13.7.2) | - | P.sqm | - | - |
| - | Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DSR I.No. 19.16) | - | Each | - | - |
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