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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.2 LAccepted-AOC TEH SAFIDON DISTT JIND | SAFIDON | JIND | HARYANA | 1 | Accepted-AOC AWARD OF CONTRACT | |
| 2 | 2₹5.8 L+₹16,810.38 (2.96%)Rejected-Finance | 2 | Rejected-Finance Financial Evaluation | |
| 3 | 3₹5.9 L+₹26,271.53 (4.63%)Rejected-Finance | 3 | Rejected-Finance Financial Evaluation |
| Sl No | Description | Qty | Unit | The Safidon Subhash Coop L C Society L2 | The Om Labour & Construction Society Ltd. Safidon L1 | The Safidon Laxmi Cooperative Labour & Construction Society Ltd L3 |
|---|---|---|---|---|---|---|
| 1.01 | Providing And Fixing 8 Inch PVC Pipe(Dc Rate Sr.no 226) | 982.08 | kg | 145 ₹1,42,401.6 | 140 ₹1,37,491.2 Lowest | 147 ₹1,44,365.76 |
| 1.02 | Recovery of old IPB | 390 | nos | 3 ₹1,170 Lowest | 3 ₹1,170 Lowest | 3 ₹1,170 Lowest |
Tender Value
₹5.2 L
EMD Value
₹10,455
Closing Date
17 Dec 2025, 9:00 amClosed
SURESH KUMAR
Municipal Committee Safidon
Construction of street from H/o Krishan Saini to Jagdish Saini,H/o Mahender Saini to Ex. Mc Satbir saini,and Dr. Subhash wali Gali in ward no. 8 and H/o Sanjay Saini wali gali in ward no. 9 in MC Safdon.
2025_HRY_489000_1
20259C3AB5CB BFF1 4326 83A6 199B7697367C351ULB
Open Tender
Civil Works
Works
120 days
Safidon
2 documents required · 2 mandatory
₹1,000
Yes
₹10,455
Yes
22 Apr 2026
10 Dec 2025
17 Dec 2025
10 Dec 2025
17 Dec 2025
10 Dec 2025
Providing And Fixing 8 Inch PVC Pipe(Dc Rate Sr.no 226)
Recovery of old IPB
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 #
[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]
[17.15.2]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 2. Grading II material [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]
[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]
[4.4.1]Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 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]
[5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar [Through Rate]
[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
[6.1.7]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: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) [Through Rate]
[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate]
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