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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.9 LAdmitted-Finance | -28.25% | ₹5.9 L | L1 | Admitted-Finance |
| 2 | L2₹6.1 LAdmitted-Finance Q VPO BHERI AKBARPUR TEHSIL BARWALA 125113 | HISAR | HARYANA | 125113 | -24.89% | ₹6.1 L | L2 | Admitted-Finance |
| 3 | L3₹6.6 LAdmitted-Finance UKLANA MANDI HARYANA | -19.77% | ₹6.6 L | L3 | Admitted-Finance |
| 4 | L4₹7.1 LAdmitted-Finance KALAYAT | FATEHPUR | UTTAR PRADESH | 212601 | -12.99% | ₹7.1 L | L4 | Admitted-Finance |
Tender Value
₹8.2 L
EMD Value
₹32,660
Closing Date
13 Apr 2026, 4:00 pmClosed
ASHOK KUMAR
Municipal Committee Uklana
CONST OF IPB STREET FROM H/O CHETAN SHARMA TO H/O DILBAG IN WARD NO 01 MC UKLANA
2026_HRY_512747_1
2026BA95B8E6 E8DA 40E0 BC14 445AEBD43600347ULB
Open Tender
Civil Works
130 days
Uklana Mandi
2 documents required · 2 mandatory
₹1,100
Yes
₹32,660
Yes
8 Jun 2026
3 Apr 2026
13 Apr 2026
3 Apr 2026
13 Apr 2026
3 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 | Item Code |
|---|---|---|---|---|---|---|
| 1.3 | [10.8]Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 [Through Rate] | - | Sqm | 181 | - | BI01010001010000000000000515BI0100001142 |
| 1.31 | [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 | - | BI01010001010000000000000515BI0100001143 |
| 1.32 | [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 | - | BI01010001010000000000000515BI0100001144 |
| 1.33 | [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 | - | BI01010001010000000000000515BI0100001145 |
| 1.34 | [21.84.1]Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 1. Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C. topping [Through Rate] | - | Each | 3,487 | - | BI01010001010000000000000515BI0100001146 |
| 1.35 | [3.1.18]By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. [Rate] | - | cum | 202 | - | BI01010001010000000000000515BI0100001147 |
| 1.36 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | - | cum | 83 | - | BI01010001010000000000000515BI0100001148 |
| 1.37 | [7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] | - | cum | 4,404 | - | BI01010001010000000000000515BI0100001149 |
| 1.38 | [9.57.3]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3. 150 mm diameter [Through Rate] | - | Metre | 269 | - | BI01010001010000000000000515BI0100001150 |
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