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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.1 LAdmitted-Finance 241 SECTOR 7 PANCHKULA | -12.80% | ₹2.1 L | L1 | Admitted-Finance |
| 2 | L2₹2.4 LAdmitted-Finance 2ND FLOOR SCO 17 HARMILAP NAGAR PHASE 1 DERABASSI PB | PATIALA | PUNJAB | 140401 | -2.00% | ₹2.4 L | L2 | Admitted-Finance |
Tender Value
₹2.4 L
EMD Value
₹4,860
Closing Date
30 Mar 2026, 12:00 pmClosed
Exe. Engineer Roads Division No 3 MC Chandigarh
Exe. Engineer Roads Division No 3 MC Chandigarh
Restoration of road cut against the allotted PH work providing and laying of 6 inc. DI water supply line from booster sector 18C to distribution line for increase the drinking water supply pressure sector 18A Chandigarh
2026_MCC_91422_1
MCC/2026/ROADS-III/03-06
Open Tender
Civil Works - Others
30 days
Work
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹4,860
6 Apr 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 |
|---|---|---|---|---|---|
| 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, 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. | |||||
| 2Taking out existing Channel 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. | |||||
| 3Taking 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. | |||||
| 4Laying at or near ground level old channel of all types in position to the required line, level and curvature, jointed with cement mortar 1:4 (1 cement : 4 coarse sand), including making joints with or without grooves including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. | |||||
| 5Laying at or near ground level old kerb stones 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. | |||||
| 6Carriage of material (1.1) by mechanical transport including loading unloading and stacking complete in all respect using appropriate labour and machinery to carry dispose the building rubbish/ malba/ dismantled and wastes to the Municipal Corporation C&D waste processing plant to an average lead of 10 Km and all lifts to entire satisfaction of Engineer in Charge. | |||||
| 7Prepration Of Sub Grade Including Trenching, Rough Dressing Of Soil, Final Dressing Of Earth To Give Level And Camber,Watering, Rolling With A Road Roller And Compaction Of Bed Complete In All Respect. | |||||
| 8Providing 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). | |||||
| 9Providing and Laying of kerb of size 2’-0” x 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 fixing in position at or near ground level 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. | |||||
| 10Providing and fixing Precasting plain cement concrete Channel of size 2'-0" x 1'-0" x 3" thick duly mixed, mechanically & compacted made of PCC 1:2:4 duly cured and finished. , jointed with cement mortar 1:4 (1 cement : 4 coarse sand), including making joints with or without grooves including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. | |||||
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