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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.1 LAccepted-AOC NEAR RADHA KRISHNA MANDIR LOHINA HODAL PALWAL HARYANA 121106 | HODAL | PALWAL | HARYANA | 121106 | ₹36.1 L | L1 | Accepted-AOC AOC |
| 2 | L2₹38.0 LRejected-Finance NEAR CHOUPAL VILLAGE KONDAL HATHIN PALWAL 121103 | HATHIN | PALWAL | HARYANA | 121103 | ₹38.0 L | L2 | Rejected-Finance Reject due higher rate quoted |
| 3 | L3₹39.0 LRejected-Finance KC 23 4 KRISHNA COLONY PALWAL 121102 | PALWAL | PALWAL | HARYANA | 121102 | ₹39.0 L | L3 | Rejected-Finance Reject due higher rate quoted |
| 4 | L4₹42.9 LRejected-Finance | ₹42.9 L | L4 | Rejected-Finance Reject due higher rate quoted |
| Sl No | Description | Qty | Unit | THE RIYANSH CO-ORPRATIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED PALWAL L3 | THE VRINDAVAN CO-OPERATIVE LABOUR&CONSTRCTION SOCIETY LTD PALWAL L4 | THE SOMSHARADARYA COOP L AND C SOCIETY LTD L2 | The Shree Jee Coop L and C Society Ltd L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Recovery of 80mm thick old Interlocking Paver Blocks/Vibrated/Hydraulic Block completed in all respect | 37,500 | NO. | 6.5 -₹2,43,750 | 4 -₹1,50,000 | 8.9 -₹3,33,750 | 10 -₹3,75,000 |
| 2.00 | EARTH WORK IN FILLING (Excluding GST) Include all Leads and Carriage | 829.84 | cum | 400 ₹3.3 L | 427 ₹3.5 L | 390 ₹3.2 L | 370 ₹3.1 L |
Tender Value
₹42.3 L
EMD Value
₹84,680
Closing Date
2 Mar 2026, 5:00 pmClosed
MANOJ KUMAR
Municipal Council Palwal
Construction of IPB Street and drain from Prakash Thakur to M.L. Sharma to Hare Krishan Mandir Ward28
2026_HRY_504803_1
2026B4190380 726A 4FFA 986D 1DDA0C4DF4BB294ULB
Open Tender
Civil Works
180 days
Palwal
2 documents required · 2 mandatory
₹2,000
₹84,680
Yes
23 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]
[11.9.2]15 mm cement plaster on rough side of single or half brick wall of mix: 2. 1:6 (1 cement: 6 coarse 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]
[17.13]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]
[17.22.2]Water Bound Macadam Gr I 2. Water Bound Macadam Grading I with screening Type A 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]
[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]
[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]
[6.14.1]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]
[6.33.6]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 below 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. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate]
[7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]
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