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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.5 LAccepted-AOC FLAT NO 183 4 NEW COLONY PALWAL 121102 | PALWAL | PALWAL | HARYANA | 121102 | ₹43.5 L | L1 | Accepted-AOC AOC |
| 2 | L2₹45.0 LRejected-Finance GROUND FLOOR D 1452 2 GALI NO 4 NEAR JEET CLINIC NEW EXT COLONY PALWAL 121102 | PALWAL | PALWAL | HARYANA | 121102 | ₹45.0 L | L2 | Rejected-Finance Reject due to higher rate quoted |
| 3 | L3₹46.3 LRejected-Finance HOUSE NO 9 V P O KONDAL TEHSIL HATHIN DISTT PAIWAL 121103 | KONDAL | PALWAL | HARYANA | 121103 | ₹46.3 L | L3 | Rejected-Finance Reject due to higher rate quoted |
| 4 | L4₹48.6 LRejected-Finance | ₹48.6 L | L4 | Rejected-Finance Reject due to higher rate quoted |
| 5 | L5₹51.1 LRejected-Finance | ₹51.1 L | L5 | Rejected-Finance Reject due to higher rate quoted |
| Sl No | Description | Qty | Unit | hem singh contractor L3 | THE ALTMAS COOPERATIVE L C SOCIETY LTD ADBAR L4 | THE BHUSHAN COOP L&C SOCIETY LTD L5 | RAGHAV ENTERPRISES L1 | THE URBAN COOP L&C SOCIETY LTD L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | EARTH WORK IN FILLING (Excluding GST) Include all Leads and Carriage | 2,527.64 | cum | 500 ₹12.6 L | 500 ₹12.6 L | 600 ₹15.2 L | 427 ₹10.8 L | 452 ₹11.4 L |
| 2.00 | Rate for Old and used 80mm thick Interlocking paver blocks for recovery purpose of various works of various wards under MC, Nissing. ( Quotation work) | 31,539 | Each | 4 -₹1,26,156 | 1 -₹31,539 | 1 -₹31,539 | 4.5 -₹1,41,925.50 | 4.5 -₹1,41,925.50 |
Updated dates
Tender Value
₹42.4 L
EMD Value
₹84,720
Closing Date
10 Mar 2026, 5:00 pmClosed
MANOJ KUMAR
Municipal Council Palwal
Construction of Street and Drain From Shrichand to Sonu, Sonu to Meghshayam to Chakki/o Diggu Side Street, Prakash to Tejpal Side Street, Mahipal to Kishanlal Side Street and Chakki/o Diggu to Shop/o Virender, Ward No.06 MC Palwal
2026_HRY_505191_1
20261708E024 1746 44FB 969C 559D6AC0FE7A294ULB
Open Tender
Civil Works
150 days
Palwal
2 documents required · 2 mandatory
₹2,000
₹84,720
Yes
29 Apr 2026
26 Feb 2026
11 Mar 2026
26 Feb 2026
10 Mar 2026
26 Feb 2026
EARTH WORK IN FILLING (Excluding GST) Include all Leads and Carriage
Rate for Old and used 80mm thick Interlocking paver blocks for recovery purpose of various works of various wards under MC, Nissing. ( Quotation work)
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]
[10.8]Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 [Through Rate]
[11.8.2]12 mm cement plaster 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]
[17.23.2]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]
[17.5.3]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]
[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]
[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate]
[6.33.3]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 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. 3. Cold twisted bars [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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