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Tender Value
₹29.8 L
EMD Value
₹60,000
Closing Date
15 Jul 2026, 5:00 pm7d left
Harish kumar
Municipal Corporation Yamunanagar
Special Repair of CC Street from H/o Kamlesh to H/o Wasim and Construction of Nalla from H/o Kamlesh Rani to H/o Shakuntla Devi and laying of storm water line from H/o Ram Bhul to H/o Rahisudin in Joginder Nagar, ward no 16 Recall
2026_HRY_533078_1
202603374664 284A 490D 917E 301DFBCA85F1288ULB
Open Tender
Civil Works
100 days
Yamunanagar
2 documents required · 2 mandatory
₹5,000
₹60,000
Yes
2 Jul 2026
2 Jul 2026
16 Jul 2026
2 Jul 2026
15 Jul 2026
2 Jul 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] | 122.28 | cum | 1,863 | ₹2,27,807.64 |
| 1.02 | [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] | 550 | Kg. | 83 | ₹45,650 |
| 1.03 | [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] | 180 | Metre | 285 | ₹51,300 |
| 1.04 | [21.2.3]Dismantling existing drains of different sizes cunnettes, section only including recovery of all useable materials, stacking the same near site of dismantled works and disposal of all rubbish off site of works. 3. Type II Drain [Through Rate] | 47 | 10 Metres | 664 | ₹31,208 |
| 1.05 | [21.87.1.1]Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge 1.1. Single road gully chamber - Size: 610mm x 457mm x 800mm [Through Rate] | 30 | Each | 3,237 | ₹97,110 |
| 1.06 | [3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [5km] | 87.82 | cum | 66 | ₹5,796.12 |
| 1.07 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | 389.21 | cum | 83 | ₹32,304.43 |
| 1.08 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] | 389.21 | cum | 83 | ₹32,304.43 |
| 1.09 | [4.16.1.2]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. [Through Rate] | 180 | Metre | 64 | ₹11,520 |
| 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] | 87.82 | cum | 1,149 | ₹1,00,905.18 |
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