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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73.4 LAccepted-AOC NEAR BALA SCHOOL MOHALLA CHOUTHIYA KONDAL HATHIN DISTT PALWAL 121103 | HATHIN | PALWAL | HARYANA | 121103 | ₹73.4 L | L1 | Accepted-AOC AOC |
| 2 | L2₹74.1 LRejected-Finance 10 RUPANA ROAD 127046 | ₹74.1 L | L2 | Rejected-Finance Reject due to higher rate quoted |
| 3 | L3₹74.3 LRejected-Finance | ₹74.3 L | L3 | Rejected-Finance Reject due to higher rate quoted |
| 4 | L4₹74.3 LRejected-Finance | ₹74.3 L | L4 | Rejected-Finance Reject due to higher rate quoted |
| 5 | Not Admitted-Fee/PreQual/Technical HOUSE NO 9 V P O KONDAL TEHSIL HATHIN DISTT PAIWAL 121103 | KONDAL | PALWAL | HARYANA | 121103 | - | - | Not Admitted-Fee/PreQual/Technical Others-As per Notification 480-C-7-2025/4728 dated 27.06.2025 work upto One Crore is reserved for Cooperative Labour and Construction Societies. Therefore agency is not considered for Technical Evaluation |
Updated dates
Tender Value
₹71.4 L
EMD Value
₹1.4 L
Closing Date
4 May 2026, 4:00 pmClosed
MANOJ KUMAR
Municipal Council Palwal
Construction of Street and Drain From Plot/o Ranvir to Samay and Mulchand to Hotiram, Indraj to Ratiram and Choutu to Shivram ,Ward No.03 MC Palwal
2026_HRY_516525_1
2026ACC537DD A437 4E60 BDFD AB851CD70C33294ULB
Open Tender
Civil Works
175 days
Palwal
2 documents required · 2 mandatory
₹5,000
₹1.4 L
Yes
19 Jun 2026
21 Apr 2026
5 May 2026
21 Apr 2026
4 May 2026
21 Apr 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 | [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 | - | - |
| 2 | [11.8.2]12 mm cement plaster of mix : 2. 1:6 (1 cement: 6 coarse sand) [Through Rate] | - | Sqm | - | - |
| 3 | [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. | - | - |
| 4 | [17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing 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 technical clause 401 of MORT&H technical specifications [Through Rate] | - | cum | - | - |
| 5 | [17.23.2]Water Bound Macadam Grading - II 2. Water Bound Macadam (53mm to 22.4 mm)Grading II with screenings Type “B” (11.2 mm aggregates) 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] | - | cum | - | - |
| 6 | [17.5.3]Compacting Original Ground 3. Compaction of Earthwork
Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate] | - | Sqm | - | - |
| 7 | [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] | - | Sqm | - | - |
| 8 | [21.53]Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1.3.6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar [Through Rate] | - | Metre | - | - |
| 9 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate] | - | Each | - | - |
| 10 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | - | cum | - | - |
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