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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.1 LAccepted-AOC 636 GALI NO 03 NEAR BILTECH SHRI NAGAR AURANGABAD PALWAL 121105 | AURANGABAD | PALWAL | HARYANA | 121105 | ₹24.1 L | L1 | Accepted-AOC AOC |
| 2 | L2₹25.0 LRejected-Finance NEAR CHOUPAL VILLAGE KONDAL HATHIN PALWAL 121103 | HATHIN | PALWAL | HARYANA | 121103 | ₹25.0 L | L2 | Rejected-Finance Reject due to higher rate quoted |
| 3 | L3₹25.2 LRejected-Finance VPO ALAWALPUR TEH AND DISTT PALWAL 121102 | ALAWALPUR | PALWAL | HARYANA | 121102 | ₹25.2 L | L3 | Rejected-Finance Reject due to higher rate quoted |
| 4 | L4₹26.5 LRejected-Finance NEAR BALA SCHOOL MOHALLA CHOUTHIYA KONDAL HATHIN DISTT PALWAL 121103 | HATHIN | PALWAL | HARYANA | 121103 | ₹26.5 L | L4 | Rejected-Finance Reject due to higher rate quoted |
| Sl No | Description | Qty | Unit | THE ALAWALPUR COOPERATIVE LABOUR & CONSTRUCTION SOCIETY LIMITED L3 | THE SACHIN COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED L4 | THE CHAUHAN COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED L1 | THE SOMSHARADARYA COOP L AND C SOCIETY LTD L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Recovery of 80mm thick old Interlocking Paver Blocks/Vibrated/Hydraulic Block completed in all respect | 20,000 | NO. | 12.5 -₹2,50,000 | 10 -₹2,00,000 | 10.4 -₹2,08,000 | 11 -₹2,20,000 |
| 2.00 | EARTH WORK IN FILLING (Excluding GST) Include all Leads and Carriage | 588 | cum | 400 ₹2.4 L | 400 ₹2.4 L | 360.2 ₹2.1 L | 380 ₹2.2 L |
Tender Value
₹28.8 L
EMD Value
₹57,520
Closing Date
2 Mar 2026, 5:00 pmClosed
MANOJ KUMAR
Municipal Council Palwal
ReConstruction/Renovation of IPB and Drain from Balmiki Mandir to BalmikiAPrk and Side Gali in ward 11 MC Palwal.
2026_HRY_504674_1
20264B9DDEA4 9AC0 410E 9E57 B8E0F9519047294ULB
Open Tender
Civil Works
180 days
Palwal
2 documents required · 2 mandatory
₹2,000
₹57,520
Yes
3 Apr 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
2 Mar 2026
24 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 #
[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]
[10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate]
[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]
[17.23.2]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]
[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]
[2.B1449] B1449. Circular shape 560 mm dia precast R.C.C. manhole cover with frame - E.H.D. - 35 [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]
[6.1.1]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]
[6.36.1]Steel reinforcement for R.C.C. work ready to use `cut and bend` rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level. 1. Thermo-Mechanically Treated bars of grade Fe-500D or more. [Through Rate]
[7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]
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