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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | ₹5.3 L | L1 | Accepted-AOC L1 Agency for AOC |
| 2 | L2₹5.5 LRejected-Finance WARD NO 15 NEAR GANGA MARKET ROHTAK ROAD GOHANA | GOHANA | HARYANA | ₹5.5 L | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | THE JAI DADA ASHA RAM COOP L&C SOCIETY LTD L1 | The Numberdar Coop Labour and Construction Society Ltd. L2 |
|---|---|---|---|---|---|
| 1.00 | Revised Providing and Laying 250 mm outer dia UPVC pipe Class 1 with Working Pressure 0.25 MPa (2.5kg/cm2) duly ISI marked IS 4985:2000 complete in all respect as per directions of Engineer-in-charge of Approved make (Prince,Finolex and Supreme) | 260 | Metre | 500 ₹1.3 L | 543 ₹1.4 L |
Tender Value
₹6.2 L
EMD Value
₹15,000
Closing Date
3 Mar 2026, 3:00 pmClosed
Rahul Poonia
Municipal Council Gohana
Const. Of IPB Street and P/L PVC Pipes From Wine shop to Dental Clinic in Ward 06 MC Gohana
2026_HRY_504884_1
2026F34AA6C7 A57F 41F8 8201 E1C9F53F3695320ULB
Open Tender
Civil Works
120 days
Gohana
Const Of IPB Street and PL PVC Pipes From Wine shop to Dental Clinic
2 documents required · 2 mandatory
₹1,000
Yes
₹15,000
Yes
27 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
Revised Providing and Laying 250 mm outer dia UPVC pipe Class 1 with Working Pressure 0.25 MPa (2.5kg/cm2) duly ISI marked IS 4985:2000 complete in all respect as per directions of Engineer-in-charge of Approved make (Prince,Finolex and Supreme)
Percentage BoQ
BoQ_Ver3.0
Bidder Name :
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 #
[17.22.1]Water Bound Macadam Gr I 1. Water Bound Macadam Grading I (without screenings for low volume roads (undesignated) 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]
[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]
[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]
[17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 [Through Rate]
[22.201.2.1]Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 2.1. M D - 10 Square shape 450 mm internal dimension [Through Rate]
[3.1.18]By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. [Rate]
[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]
[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]
[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]
[6.1.8]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: 8. 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) [Through Rate]
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