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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical LAKARIA VILLAGE LAKARIA TEHSIL BERI DISTT JHAJJAR VILLAGE LAKARIA TEHSIL BERI DISTT JHAJJAR 124107 | BERI | JHAJJAR | HARYANA | 124107 | Accepted-Technical Qualified |
| 2 | Accepted-Technical 268 10 WARD NO 10 GALI CHAMAN LAL GOHANA DISTT SONIPAT 131301 | GOHANA | SONIPAT | HARYANA | 131301 | Accepted-Technical Qualified |
| 3 | Accepted-Technical M C SONEPAT | SONIPAT | HARYANA | 131001 | Accepted-Technical Qualified |
| 4 | Accepted-Technical | Accepted-Technical Qualified |
| 5 | Rejected-Technical VPO KHEWRA TEHSIL RAI SONEPAT 131021 | SONIPAT | HARYANA | 131021 | Rejected-Technical Not Qualified |
Tender Value
₹40.9 L
EMD Value
₹80,000
Closing Date
8 Sept 2026, 9:00 amClosed
MANJEET DAHIYA
Municipal Committee Kundli
Construction of street from Raja Ram to h/o Sunil Chauhan, h/o Mayank to h/o Satpal Master and h/o Vinay Pandit to h/o Rinku in ward-15 Shivpuri colony MC Kundli
2026_HRY_544689_1
2026055EC0E7 8473 4770 B868 8732EA47655D1676ULB
Open Tender
Civil Works
Works
180 days
Kundli(MC)
2 documents required · 2 mandatory
₹5,000
₹80,000
Yes
9 Sept 2026
1 Sept 2026
8 Sept 2026
1 Sept 2026
8 Sept 2026
1 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 |
|---|---|---|---|---|---|
| 1 | [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] | 66.88 | cum | 1,863 | ₹1,24,597.44 |
| 2 | [10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate] | 379.5 | Sqm | 216 | ₹81,972 |
| 3 | [11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate] | 1,320 | Sqm | 138 | ₹1,82,160 |
| 4 | [17.14.3]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 3. Grading III material [Through Rate] | 315 | cum | 1,197 | ₹3,77,055 |
| 5 | [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] | 3,150 | Sqm | 655 | ₹20,63,250 |
| 6 | [17.8.1]Compaction 1. Extra for laying earth/fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rolling [Through Rate] | 946.5 | cum | 48 | ₹45,432 |
| 7 | [17.8.2]Compaction 2. Extra for watering the earth/fly ash laid in 20 cm layers as per specifications [Through Rate] | 946.5 | cum | 27 | ₹25,555.5 |
| 8 | [17.8.3]Compaction 3. Extra for rolling to specifications [Through Rate] | 946.5 | cum | 27 | ₹25,555.5 |
| 9 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | 946.5 | cum | 83 | ₹78,559.5 |
| 10 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [Beyond 5km up to 10km per KM] | 4,732.5 | cum | 6 | ₹28,395 |
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