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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.9 LAccepted-AOC 225A NEAR GOLDEN HIGH SCHOOL SHIV COLONY JIND 126102 | JIND | JIND | HARYANA | 126102 | ₹2.9 L | 1 | Accepted-AOC ok |
| 2 | 2₹2.9 L+₹3,835.72 (1.34%)Rejected-Finance | ₹2.9 L+₹3,835.72 (1.34%) | 2 | Rejected-Finance ok |
| 3 | 3₹3.0 L+₹14,730.80 (5.16%)Rejected-Finance | ₹3.0 L+₹14,730.80 (5.16%) | 3 | Rejected-Finance ok |
| 4 | 4₹3.1 L+₹27,788.57 (9.73%)Rejected-Finance NARWANA JIND ROAD NH 65 NARWANA JIND HARYANA 126116 | NARWANA | JIND | HARYANA | 126116 | ₹3.1 L+₹27,788.57 (9.73%) | 4 | Rejected-Finance ok |
| 5 | 5₹3.2 L+₹29,951.26 (10.5%)Rejected-Finance | ₹3.2 L+₹29,951.26 (10.5%) | 5 | Rejected-Finance ok |
Tender Value
₹4.1 L
EMD Value
₹8,160
Closing Date
29 Apr 2026, 5:00 pmClosed
Narender Singh Suhag
Municipal Council Jind
Pavement of Road Leading to Parking area near Rani Talab, MC Jind.(Only for L/C Societies)
2026_HRY_516690_1
2026B454645B AA3F 4E64 86E7 4FEED0F95353300ULB
Open Tender
Civil Works
Works
90 days
Jind
2 documents required · 2 mandatory
₹500
₹8,160
Yes
29 Jun 2026
22 Apr 2026
30 Apr 2026
22 Apr 2026
29 Apr 2026
22 Apr 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 |
|---|---|---|---|---|---|
| 1 | [10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate] | - | Sqm | 216 | - |
| 2 | [17.22.1]Water Bound Macadam Gr I 1. Water Bound Macadam Grading I (without screenings for low volume roads (undesignated)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate] | - | cum | 1,038 | - |
| 3 | [17.5.3]Compacting Original Ground 3. Compaction of Earthwork
Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate] | - | Sqm | 7 | - |
| 4 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate] | - | Sqm | 655 | - |
| 5 | [7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] | - | cum | 3,968 | - |
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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Tendernotice_1.pdf
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BOQ_595556.xls
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date.pdf
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