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Tender Value
₹40.0 L
EMD Value
₹80,000
Closing Date
7 Jul 2026, 5:00 pmClosed
Vikas Dhiman
Municipal Corporation Yamunanagar
Const of Street and Drain From Main Road to Ayat Beauty Parlour (Church Wali Gali), Ayat Beauty Parlour to H/o Lucky, H/o Dhanvijay to H/o Ram Saran, Behind kalra Trading to H/o Atar Singh, H/o Ravinder Dhiman to H/o Sunil in Mayapuri Tejli W11 Recal
2026_HRY_530775_1
20268F688998 85EA 4721 A11C 30B58C8649FF288ULB
Open Tender
Civil Works
Works
100 days
Yamunanagar
2 documents required · 2 mandatory
₹5,000
₹80,000
Yes
22 Jun 2026
22 Jun 2026
8 Jul 2026
22 Jun 2026
7 Jul 2026
22 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 |
|---|---|---|---|---|---|
| 1.01 | [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] | 30.49 | cum | 1,863 | ₹56,802.87 |
| 1.02 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | 363.6 | Sqm | 113 | ₹41,086.8 |
| 1.03 | [17.23.1]Water Bound Macadam Grading - II 1. Water Bound Macadam (63mm to 45 mm) Grading I with screening Type “A” (13.2 mm aggregates) 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] | 461.03 | cum | 1,188 | ₹5,47,703.64 |
| 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] | 3,546 | Sqm | 655 | ₹23,22,630 |
| 1.05 | [17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate] | 1,276.8 | Sqm | 26 | ₹33,196.8 |
| 1.06 | [20.62.1]Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge. 1. 200 mm i/d [Through Rate] | 200 | Metre | 285 | ₹57,000 |
| 1.07 | [20.62.2]Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge. 2. 250 mm i/d [Through Rate] | 490 | Metre | 321 | ₹1,57,290 |
| 1.08 | [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] | 320 | Metre | 363 | ₹1,16,160 |
| 1.09 | [3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [5km] | 76.97 | cum | 66 | ₹5,080.02 |
| 1.1 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | 387.56 | cum | 83 | ₹32,167.48 |
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