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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.3 LAccepted-AOC 241 SECTOR 7 PANCHKULA | ₹35.3 L | L1 | Accepted-AOC In Order |
| 2 | L2₹39.3 LRejected-Finance 2ND FLOOR SCO 17 HARMILAP NAGAR PHASE 1 DERABASSI PB | PATIALA | PUNJAB | 140401 | ₹39.3 L | L2 | Rejected-Finance Not in order |
Tender Value
₹40.1 L
EMD Value
₹80,158
Closing Date
30 Mar 2026, 12:00 pmClosed
Executive Engineer Roads Division No 2 MC Chd
Executive Engineer Roads Division No 2 MC Chd
Upgradtion of Foopath infront of SCO In Parking Along Dakshin Marg Sector 20 C and D, Chandigah
2026_MCC_91416_1
2026/R2/53
Open Tender
Civil Works
120 days
work
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
₹80,158
5 May 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
30 Mar 2026
23 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 |
|---|---|---|---|---|---|
| 1Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | |||||
| 2Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | |||||
| 3Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 5 km for all lifts, complete as per directions of Engineer-in-charge. | |||||
| 4Providing and fixing PCC kerbs of size 2’-0” x 0' - 9'' having 4” thickness at bottom and 3” thickness at top and made of plain cement concrete 1:2:4 duly vibrated and compacted. The rates also includes the cost of filling and pointing of joints between kerbs with cement mortar 1:4 (1 cement 4 coarse sand) complete in all respect to the entire satisfaction of Engineer In Charge.(N.S.) | |||||
| 5Laying at or near ground level old kerb of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. | |||||
| 6Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couples etc. conforming to ISI 14930, part II complete with fitting and cutting, joining etc. in the existing trench, complete in all respect to the entire satisfaction of Engineer - In - Charge. (N.S.) | |||||
| 7Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: ( 1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). Complete in all respects to the entire satisfaction of Engineer - In - Charge. | |||||
| 8Providing and fixing 3" dia (80mm nominal dia and 89.50 mm outside dia) G.I pipe railing having 2'-3" above ground level (8.37Kg/mtr, Medium class) and 1'-6'' below ground vertical members to be fixed 7'-0" centre to centre. The horizontal and vertical members of railing are to be connected by 3" G.I. tee and 3" G.I. elbow. The vertical members of railing are to be connected with 1' - 0'' anchorage piece to be welded at the bottom of G.I pipe vertical member of M.S. flat (50 x 12)mm embaded cement concret (1:2:4) of block size 1'-0'' x 1'-0'' x 1'-6''. The rates also includes cost of makimg pits on all types of surface, welding of of all joints and lifting of all disposal/malba material from site complete in all espect to the entire satisfaction of the Engineer - In - Charge. (N.S.) | |||||
| 9Providing and fixing 300x300mm of heavy duty chequered tiles of ISI Marked and name of manufacturer embedded, rubber molded as per ISI Code 13801:2013 of 25mm thick with minimum 6mm thick top layer with white cement heavy duty polished with acrylic based coating, jointed with neat cement slurry mixed with pigment to match the shade of tiles on 20mm thick bed cement mortar 1:4 (1 cement: 4 coarse sand) complete in all respect to the entire satisfaction of Engineer-in-charge | |||||
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