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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.4 LAccepted-AOC FLAT NO 183 4 NEW COLONY PALWAL 121102 | PALWAL | PALWAL | HARYANA | 121102 | ₹36.4 L Quoted ₹36.5 L | L1 | Accepted-AOC AOC |
| 2 | L2₹38.6 LRejected-Finance HOUSE NO 9 V P O KONDAL TEHSIL HATHIN DISTT PAIWAL 121103 | KONDAL | PALWAL | HARYANA | 121103 | ₹38.6 L | L2 | Rejected-Finance Reject due to higher rate quoted |
| 3 | Not Admitted-Fee/PreQual/Technical CIVIL LINE 4 BEHIND DEV VAHAN PALWAL 2021R1824 | NA | NA | 121004 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical 636 GALI NO 03 NEAR BILTECH SHRI NAGAR AURANGABAD PALWAL 121105 | AURANGABAD | PALWAL | HARYANA | 121105 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical NEAR RADHA KRISHNA MANDIR LOHINA HODAL PALWAL HARYANA 121106 | HODAL | PALWAL | HARYANA | 121106 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | hem singh contractor L2 | RAGHAV ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00 | Recovery of 80mm thick old Interlocking Paver Blocks/Vibrated/Hydraulic Block completed in all respect | 31,045 | NO. | 3 -₹93,135 | 4.5 -₹1,39,702.50 |
| 2.00 | EARTH WORK IN FILLING (Excluding GST) Include all Leads and Carriage | 844.54 | cum | 500 ₹4.2 L | 427 ₹3.6 L |
Updated dates
Tender Value
₹35.5 L
EMD Value
₹70,940
Closing Date
10 Mar 2026, 5:00 pmClosed
MANOJ KUMAR
Municipal Council Palwal
Construction of IPB Street along with Drain From Billu waliPuliya to Pratap Kabadiwala and side gali in New Krishna Colony Ward 26 MC Palwal
2026_HRY_505695_1
20267EE10EEB 0F60 46ED A7D7 994159B9000A294ULB
Open Tender
Civil Works
300 days
Palwal
2 documents required · 2 mandatory
₹2,000
₹70,940
Yes
29 Apr 2026
27 Feb 2026
11 Mar 2026
27 Feb 2026
10 Mar 2026
27 Feb 2026
Recovery of 80mm thick old Interlocking Paver Blocks/Vibrated/Hydraulic Block completed in all respect
EARTH WORK IN FILLING (Excluding GST) Include all Leads and Carriage
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 #
[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]
[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]
[17.22.1]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]
[17.5.3]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]
[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]
[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]
[30.87.2]Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 2. Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10 [Through Rate]
[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]
[6.34.3]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 3. Cold twisted bars [Through Rate]
[6.8.2]Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 2. 40mm thick [Through Rate]
[7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
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