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Tender Value
₹42.4 L
EMD Value
₹84,000
Closing Date
26 Aug 2026, 5:00 pm2d left
Harish kumar
Municipal Corporation Yamunanagar
Construction of street and drain from H/o Radhika to H/o Pardeep, Shop of Mithu to H/o Gourav and H/o Mithu Ram to Shop of Arjun in Shiv Nagar, ward no. 17, (FOR L/c SOCIETY LTD)
2026_HRY_539455_1
20267FD20C6A 9A92 4DF4 A72C 69A7B3AD8090288ULB
Open Tender
Civil Works
Works
100 days
Yamunanagar
2 documents required · 2 mandatory
₹5,000
₹84,000
Yes
26 Aug 2026
7 Aug 2026
27 Aug 2026
7 Aug 2026
26 Aug 2026
7 Aug 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 |
|---|---|---|---|---|---|
| 1.01 | [13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] | 90 | Kg. | 83 | ₹7,470 |
| 1.02 | [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] | 529.91 | cum | 1,178 | ₹6,24,233.98 |
| 1.03 | [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] | 3,532.76 | Sqm | 7 | ₹24,729.32 |
| 1.04 | [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] | 797.72 | Sqm | 655 | ₹5,22,506.6 |
| 1.05 | [21.54]Constructing standard drain type II drain complete consisting of cement concrete drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be 1:3:6 Paris by volume of cement sand stone Bajri and rendering to be 1:1 cement and mortar. [Through Rate] | 1,364 | Metre | 363 | ₹4,95,132 |
| 1.06 | [3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [5km] | 22.18 | cum | 66 | ₹1,463.88 |
| 1.07 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | 624.71 | cum | 83 | ₹51,850.93 |
| 1.08 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [Beyond 5km up to 10km per KM] | 2,498.83 | cum | 6 | ₹14,992.98 |
| 1.09 | [4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate] | 624.71 | cum | 138 | ₹86,209.98 |
| 1.1 | [5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [Through Rate] | 22.19 | cum | 460 | ₹10,207.4 |
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