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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-AOC NEAR GOVT MIDDLE SCHOOL VILLAGE KHERI SANWAL TEHSIL AND DISTRICT CHARKHI DADRI | CHARKHI DADRI | CHARKHI DADRI | HARYANA | ₹2.5 Cr | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹2.7 CrRejected-Finance 320 NAWADA BAZAR GALI CHHWALIYAN NAJAFGARH SOUTH WEST DELHI 110046 | NEW DELHI | DELHI | 110046 | ₹2.7 Cr | L2 | Rejected-Finance Highest bidder |
| 3 | L3₹3.0 CrRejected-Finance 218 26 CHAKRIYA PURI SONIPAT ROAD ROHTAK 124001 | ROHTAK | ROHTAK | HARYANA | 124001 | ₹3.0 Cr | L3 | Rejected-Finance Highest bidder |
| Sl No | Description | Qty | Unit | m/s omparkash contractor L3 | PAWAN KUMAR CONTRACTOR L1 | UNIVERSAL CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|---|
| 1.00 | NS ITEM:Credit of dismantled RCC pipe class NP3 pipe : 1800 MM outer Dia | 15 | Metre | 9,454 -₹1,41,810 | 9,454 -₹1,41,810 | 9,454 -₹1,41,810 |
| 2.00 | NS ITEM:Removal of Hyacinth (jal khumbhi) | 16,053.51 | Sqm | 16.33 ₹2.6 L | 13.74 ₹2.2 L | 14.84 ₹2.4 L |
| 3.00 | NS ITEM:Excavating, supplying and filling of earth (including royalty) by mechanical transport upto all lead/lift, including loading, unloading and stacking, multiple rehandling by manual means/mechanical machinery including ramming and watering of the earth in layers not exceeding 20 cm. etc complete in all respect with full satisfaction of Engineer-In-Charge.
Note: 1. The contractor shall mandatorily visit the site before submitting quoted rates. Access to the drain at places is through narrow approaches and streets, necessitating multiple manual rehandling of earthwork. The quoted rates shall be deemed to include all lifts, leads, and associated handling.
2. As there is no local earth available at site being drain alignment in heavily population density area of Bahadurgarh city, no extra payment will be made to contractor irrespective of any lead/lift /re-handling involved in the execution of work. | 1,35,099.69 | Cum | 204.6 ₹2.8 Cr | 172.05 ₹2.3 Cr | 186 ₹2.5 Cr |
Tender Value
₹2.7 Cr
EMD Value
₹5.4 L
Closing Date
23 Feb 2026, 12:00 pmClosed
ISHAN SINGH SIWACH
W.S. Divn., B/Garh
Rehabilitation of Mungeshpur Drain from RD 52500 to 34500
2026_HRY_502098_1
20269B10E426 4ADA 4594 8265 08D185A83DED1616IRR
Open Tender
Civil Works
120 days
HASSANPUR PARNALA Bahadurgarh
Rehabilitation of Mungeshpur Drain from RD 52500 to 34500
3 documents required · 3 mandatory
₹15,000
₹5.4 L
Yes
BAHADURGARH
17 Mar 2026
12 Feb 2026
23 Feb 2026
12 Feb 2026
23 Feb 2026
12 Feb 2026
16 Feb 2026
NS ITEM:Credit of dismantled RCC pipe class NP3 pipe : 1800 MM outer Dia
NS ITEM:Removal of Hyacinth (jal khumbhi)
Percentage BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
HSR Item [21.95.13]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 13. 1800 mm [Through Rate].
HSR Item [4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. [Through Rate]
HSR Item [4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate].
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