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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.3 LAdmitted-Finance | -1.00% | ₹13.3 L | L1 | Admitted-Finance |
Tender Value
₹13.5 L
EMD Value
₹26,922
Closing Date
2 Apr 2026, 12:00 pmClosed
Executive Engineer Roads Division No 1 MC Chd
Executive Engineer Roads Division No 1 MC Chd
BALANCE WORK OF CONSTRUCTION OF ROAD FROM HOUSE NO.3524 TO 3928, 5655 TO 5837, 5905 TO 5952,5770TO 5785 AND INFRONT OF 5762 AMBEDKAR COLONY SECTOR 56, CHANDIGARH
2026_MCC_90720_4
MCC/R1/2026/038
Open Tender
Civil Works - Roads
90 days
work
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹26,922
16 Apr 2026
25 Mar 2026
2 Apr 2026
25 Mar 2026
2 Apr 2026
25 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 |
|---|---|---|---|---|---|
| 1Earthwork in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5 in width as well as 10 Sqm on plan)including disposal of excavated earth, lead up to 50m and lift up to 1.5m, excluding disposed earth to be levelled and neatly dressed to the entire satisfaction of Engineer-in-charge. All kinds of soil. | |||||
| 2Carriage of earth by mechanical transport loading/unloading lead of 2.00 km. to the entire satisfaction of Engineer-in-charge. | |||||
| 3Preparation 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 respects.(N.S.) | |||||
| 4Providing and fixing PCC kerbs 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 the cost of filling and pointing of joints between kerbs with cement mortar 1:4 (1 cement 4 course sand) Complete in all respect to the entire satisfaction of Engineer In Charge. | |||||
| 5Providing and fixing PCC channel of size 2’-0” x 1'-0" x 3" thick duly vibrated mechanically & compected made of PCC 1:2:4 duly cured and finished. The rates also includes the cost of filling and pointing of joints between channels with cement mortar 1:4 (1 cement 4 course sand) Complete in all respect to the entire satisfaction of Engineer In Charge | |||||
| 6Providing and laying granular sub base by providing and laying, spreading and compacting course graded sub base material sand , morrow, graval, crushed stone of combination thereof confirming to grading –II of table 400.2 of MORTH specification (latest revision as on date). The material shall be mixed by mix in place method or with motivator at OMC and carried to site, spread in uniform layers and compacted with 8-10 tones smooth heeled/Vibratory roller to achieve desired density. Complete in all respect as per clause 401 of MORT&H specification (latest revision as on date) | |||||
| 7Providing ,laying,spreading and compacting the stone aggregate of 63-45 mm gauge confirming to grading –II in table No. 400-9 of MORTH specification (latest revision as on date) to water bound macadam specifications including spreading in uniform thickness hand packing in rolling with 3 wheeled steel/vibratory roller 8-10 tone in stages to proper grade the camber applying and booming requisite type of screening binding material Qty. as per Table 400-10/11 to fill up the interstices of coarse aggregate wearing and compacting to the required density as per clause. 404 of MORTH specification (Latest revision) .complete in all respects to the entire satisfaction of Engineer In-charge. | |||||
| 8Providing, laying, spreading and compacting the stone aggregate of 53-22.4mm gauge confirming to grading –II in table No. 400-9 of MORTH specification (latest revision as on date) to water bound macadam specifications including spreading in uniform thickness, hand packing and rolling with 3 wheeled steel/vibratory roller 8-10 tonne capacity in stages to proper grade , camber and layer. Applying and booming requisite type of screening binding material Qty. as per Table 400-10/11 to fill up the interstices of coarse aggregate of wearing layer and compacting to the required density as per clause. 404 of MORTH specification (Latest revision) .complete in all respects to the entire satisfaction of Engineer In-charge. | |||||
| 9Providing and laying surface dressing as wearing coarse in single coat using crushed stone aggregates of 13mm nominal size as per table 500.21 of MORT&H specification @ 0.010 cum per sqm on a layer of bituminous binder grade VG-10 bulk laid @ 1.0 Kg per sqm on prepared surface and rolling with 8-10 tone smooth wheeled roller including cost of bitumen.complete in all respects to the entire satisfaction of Engineer In-charge. | |||||
| 10Providing and laying surface dressing as wearing coarse in single coat using crushed stone aggregate of 13mm nominal size as per table 500.2 of MORT&H specificarion @ 0.010 cum per 10sqm on a layer of bituminous binder laid straight run bitumen grade (VG-10 Bulk) laid @ 0.8 kg per sqm on prepared surface and rolling with 8-10 tonne smooth wheeled roller including of bitumen to the entire satisfaction of the E.I.C | |||||
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