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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-AOC OLD GT ROAD NEAR MINAR GATE PALWAL HARYANA 121102 | PALWAL | PALWAL | HARYANA | 121102 | ₹13.5 L | L1 | Accepted-AOC AOC |
| 2 | L2₹13.7 LRejected-Finance PLOT NO 143 MAHAWAL PATTI DEEGHOT HODAL PALWAL 121105 | HODAL | PALWAL | HARYANA | 121105 | ₹13.7 L | L2 | Rejected-Finance Reject due to higher rate quoted |
| 3 | L3₹14.2 LRejected-Finance | ₹14.2 L | L3 | Rejected-Finance Reject due to higher rate quoted |
| 4 | L4₹14.4 LRejected-Finance NEAR RADHA KRISHNA MANDIR LOHINA HODAL PALWAL HARYANA 121106 | HODAL | PALWAL | HARYANA | 121106 | ₹14.4 L | L4 | Rejected-Finance Reject due to higher rate quoted |
| 5 | L5₹14.6 LRejected-Finance NEAR CHOUPAL VILLAGE KONDAL HATHIN PALWAL 121103 | HATHIN | PALWAL | HARYANA | 121103 | ₹14.6 L | L5 | Rejected-Finance Reject due to higher rate quoted |
| Sl No | Description | Qty | Unit | THE DAYA COOP L AND C SOCIETY LTD L8 | THE SACHIN COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED L7 | THE SOMSHARADARYA COOP L AND C SOCIETY LTD L5 | THE HI TECH COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LTD PALWAL L3 | THE SHREE SHYAM COOP L AND C SOCIETY LTD L2 | THE SHRI SHYAM SARKAR JI COOP L&C SOCIETY LTD L1 | THE MADHAV COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED L6 | The Shree Jee Coop L and C Society Ltd L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Recovery of 80mm thick old Interlocking Paver Blocks/Vibrated/Hydraulic Block completed in all respect | 11,500 | NO. | 2 -₹23,000 | 1 -₹11,500 | 7.9 -₹90,850 | 10 -₹1,15,000 | 10 -₹1,15,000 | 15 -₹1,72,500 | 4 -₹46,000 | 7.25 -₹83,375 |
| 2.00 | EARTH WORK IN FILLING (Excluding GST) Include all Leads and Carriage | 248.4 | cum | 600 ₹1.5 L | 500 ₹1.2 L | 427 ₹1.1 L | 427 ₹1.1 L | 327 ₹81,226.80 | 350 ₹86,940 | 420 ₹1.0 L | 375.25 ₹93,212.10 |
Updated dates
Tender Value
₹16.2 L
EMD Value
₹32,340
Closing Date
10 Mar 2026, 5:00 pmClosed
MANOJ KUMAR
Municipal Council Palwal
Construction of Street and drain from Mahender Dish Wala to Bhudev Sharma Ward 23 MC Palwal
2026_HRY_504915_1
202698AAB90E 901A 43E9 A877 5E30A406826A294ULB
Open Tender
Civil Works
120 days
Palwal
2 documents required · 2 mandatory
₹2,000
₹32,340
Yes
24 Apr 2026
25 Feb 2026
11 Mar 2026
25 Feb 2026
10 Mar 2026
25 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]
[17.22.2]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]
[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]
[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]
[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]
[7.22.2]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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