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Tender Value
₹9.8 L
EMD Value
₹19,700
Closing Date
5 Oct 2026, 11:00 am
Executive Engineer
Executive Engineer, Water Supply and Sanitation, Division No.-1, At Chandigarh
GRANULAR SUB-BASE AND WET MIX MACADAM FROM HM QUARTERS TO CHAWLA TRAFFIC LIGHT POINT, PHASE 3B1, S.A.S. NAGAR
2026_WSS_175799_2
9064
National Competitive Bid
Civil Works - Others
Percentage
30 days
Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹19,700
22 Sept 2026
22 Sept 2026
5 Oct 2026
22 Sept 2026
5 Oct 2026
22 Sept 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 |
|---|---|---|---|---|---|
| 0 | Laying and Jointing PVC Pipe. Heading | - | - | - | - |
| 1 | Excavation manually in trenches with straight or open cuttingin built up street/lanes having wall to wall width upto 3 mtr for sewers and manholes to full depth as shown in drawings, including shoring, dressing to corect sections and dewatering of rain water, provision for diversion for traffic, protection of exisiting services i.e. telephone cables, electric lines, water supply lines and gas lines etc night signals, profiles, Pegs, Sight rails, boning rods, fixing and maintenance ofcaution boards, fencing, refilling trenches, watering, dressings and restoration of surface to original level and removal of Surplus Spoils from the Site of Works upto 15 mtr, for all Works other than connections to complete in all respects. | - | - | - | - |
| 2 | For depth not exceeding 2 m. below Ground level | - | - | - | - |
| 3 | All classes of soil except rocky | 350.7 | Cum | 235.98 | ₹82,758.19 |
| 4 | Compacting original ground below Embankment | - | - | - | - |
| 5 | Loosening, leveling and compacting original ground below embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT&H specifications | 350.7 | Cum | 29.5 | ₹10,345.65 |
| 6 | Granular Sub-Base (Table 400-1) | - | - | - | - |
| 7 | Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications | 200.4 | Cum | 1,425.39 | ₹2,85,648.16 |
| 8 | Wet Mix Macadam | - | - | - | - |
| 9 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications | 150.3 | Cum | 1,663.59 | ₹2,50,037.58 |
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