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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹79,835.13Admitted-Finance SECTOR 1 TO 21 AND I A PH I II PANCHKULA | +0.00% | ₹79,835.13 | L1 | Admitted-Finance |
| 2 | L2₹83,826.89Admitted-Finance H NO 382 FINCITY ENCLAVE VILLAGE DAFTARPUR P O MUBARAKPUR TEHSIL DERABASSI DIST SAS NAGAR 140201 | DERABASSI | SAS NAGAR | PUNJAB | 140201 | +5.00% | ₹83,826.89 | L2 | Admitted-Finance |
Tender Value
₹79,835
EMD Value
₹1,600
Closing Date
3 Jun 2026, 11:00 amClosed
YOGESHWAR
HSVP DIV 1 Sec 8 Panchkula
Repair of Road Cut Near NFL in Sector 20 Panchkula.
2026_HBC_525030_1
202666CEE9BE 4AEE 4985 8F26 BBFFECF755F1269HSV
Open Tender
Civil Works
30 days
Panchkula
Please refer Tender documents.
2 documents required · 2 mandatory
₹250
Yes
₹1,600
Yes
5 Jun 2026
27 May 2026
4 Jun 2026
27 May 2026
3 Jun 2026
27 May 2026
27 May 2026 - 3 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | 10.76:- Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratorycompaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [Through Rate] | 20 | P. Sqm. | 556 | ₹11,120 | BI01010001010000000000000515BI0100001112 |
| 2 | 10.77:- Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand,
filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [Through Rate] | 38 | P. Sqm. | 637 | ₹24,206 | BI01010001010000000000000515BI0100001113 |
| 3 | 10.100.2:- Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate] | 3.75 | P. Cum. | 1,863 | ₹6,986.25 | BI01010001010000000000000515BI0100001114 |
| 4 | 17.14.1:- Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, 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 MORTandH specifications 1. Grading I material [Through Rate] | 7.5 | P. Cum. | 1,178 | ₹8,835 | BI01010001010000000000000515BI0100001115 |
| 5 | 17.24: Wet Mix Macadam 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 carriage of mixed Material by tipper to site, 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 as per technical clause 406 of MORT&H specifications [Through Rate] | 5.62 | P. Cum. | 1,174 | ₹6,597.88 | BI01010001010000000000000515BI0100001116 |
| 6 | 6.3.1:- Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. 1. 1:11⁄2:3 (1 Cement: 11⁄2 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] | 0.6 | P. Cum. | 3,975 | ₹2,385 | BI01010001010000000000000515BI0100001117 |
| 7 | 14.51.1:- Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 1. Hire Charges forJCB with bucket capacity of 0.4 cum [Through rate] | 1 | P. Day | 6,493 | ₹6,493 | BI01010001010000000000000515BI0100001118 |
| 8 | NS Items:-Supply and laying of Sand complete in all respect to the entire satisfaction of EIC. | 18 | P. Cum. | 734 | ₹13,212 | BI01010001010000000000000515BI0100001119 |
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