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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.1 LAccepted-AOC | ₹4.1 L | 1 | Accepted-AOC AOC |
| 2 | 2₹4.2 LRejected-Finance | ₹4.2 L | 2 | Rejected-Finance Rejected |
| 3 | 3₹4.5 LRejected-Finance | ₹4.5 L | 3 | Rejected-Finance Rejected |
| 4 | 4₹5.1 LRejected-Finance | ₹5.1 L | 4 | Rejected-Finance Rejected |
| 5 | 5₹5.2 LRejected-Finance VILL BIHTA P O MANGLORE TEH BILASPUR DISTT YAMUNA NAGAR 135102 | YAMUNANAGAR | HARYANA | 135102 | ₹5.2 L | 5 | Rejected-Finance Rejected |
Tender Value
₹4.4 L
EMD Value
₹8,500
Closing Date
6 Apr 2026, 5:00 pmClosed
Narender Singh Suhag
Municipal Corporation Yamunanagar
Providing and Laying of NP-2 pipe from Madan Property to Ashok Kumar in Parladpuri Colony, ward no. 20, Municiapal Corporation, Yamunanagar-Jagadhri recall
2026_HRY_511409_1
202690006397 1909 4EA4 B61D DCE402D3E00F288ULB
Open Tender
Civil Works
75 days
Yamunanagar
2 documents required · 2 mandatory
₹1,000
₹8,500
Yes
11 May 2026
27 Mar 2026
7 Apr 2026
27 Mar 2026
6 Apr 2026
27 Mar 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] | - | cum | 1,863 | - |
| 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] | - | Kg. | 83 | - |
| 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] | - | Metre | 285 | - |
| 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] | - | 10 Metres | 664 | - |
| 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] | - | Each | 3,237 | - |
| 1.06 | [3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [5km] | - | cum | 66 | - |
| 1.07 | [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] | - | Metre | 64 | - |
| 1.08 | [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] | - | cum | 1,149 | - |
| 1.09 | [6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] | - | cum | 3,975 | - |
| 1.1 | [6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate] | - | cum | 4,374 | - |
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