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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.8 LAccepted-AOC GROUND FLOOR D 1452 2 GALI NO 4 NEAR JEET CLINIC NEW EXT COLONY PALWAL 121102 | PALWAL | PALWAL | HARYANA | 121102 | ₹25.8 L Quoted ₹26.1 L | L1 | Accepted-AOC AOC |
| 2 | L2₹27.4 LRejected-Finance | ₹27.4 L | L2 | Rejected-Finance Reject due to higher rate quoted |
| 3 | L3₹27.7 LRejected-Finance | ₹27.7 L | L3 | Rejected-Finance Reject due to higher rate quoted |
| 4 | Not Admitted-Fee/PreQual/Technical WARD NO 3 KRISHNA COLONY TEH AND DISTT PALWAL 121102 | PALWAL | PALWAL | HARYANA | 121102 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical KC 23 4 KRISHNA COLONY PALWAL 121102 | PALWAL | PALWAL | HARYANA | 121102 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | THE ALTMAS COOPERATIVE L C SOCIETY LTD ADBAR L2 | THE BHUSHAN COOP L&C SOCIETY LTD L3 | THE URBAN COOP L&C SOCIETY LTD L1 |
|---|---|---|---|---|---|---|
| 1.00 | Recovery of 80mm thick old Interlocking Paver Blocks/Vibrated/Hydraulic Block completed in all respect | 5,000 | NO. | 1 -₹5,000 | 1 -₹5,000 | 4.5 -₹22,500 |
| 2.00 | EARTH WORK IN FILLING (Excluding GST) Include all Leads and Carriage | 324.32 | cum | 500 ₹1.6 L | 600 ₹1.9 L | 452 ₹1.5 L |
Tender Value
₹24.6 L
EMD Value
₹49,240
Closing Date
2 Mar 2026, 5:00 pmClosed
MANOJ KUMAR
Municipal Council Palwal
Construction of IPB Street and Drain from Rasalpur road to Roayla Auto Dealer, Rasulpur Road to Tulsi Aparment and Pawan Birmani to Ved Cement and Parag Chautani to Banshi Dhar Makhijka in ward MC Palwal.
2026_HRY_504679_1
20265B8F41CD 0CCD 4ADC BE02 A8AA91FB3189294ULB
Open Tender
Civil Works
180 days
Palwal
2 documents required · 2 mandatory
₹2,000
₹49,240
Yes
17 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
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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 #
[10.7]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]
[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]
[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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