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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC GROUND FLOOR OFFICE NO 3 TOWER 2 SHRIRAM HEIGHTS RAJ NAGAR EXT GHAZIABAD 201017 | GHAZIABAD | UTTAR PRADESH | 201017 | ₹7.5 L | L1 | Accepted-AOC AOC |
| 2 | L2₹7.9 LRejected-Finance | ₹7.9 L | L2 | Rejected-Finance Reject due to higher rate quoted |
| 3 | L3₹8.2 LRejected-Finance | ₹8.2 L | L3 | Rejected-Finance Reject due to higher rate quoted |
Tender Value
₹7.5 L
EMD Value
₹15,080
Closing Date
5 Jan 2026, 5:00 pmClosed
SATPAL
Municipal Council Hodal
Construction of ipb street and drain from jogi chaupal to sukhi house to dihna and other side street in ward 12 in MC Hodal
2025_HRY_492101_1
202560DE66DC A550 42AD B5D5 D5D37DACF695329ULB
Open Tender
Civil Works
150 days
Hodel
2 documents required · 2 mandatory
₹1,000
₹15,080
Yes
18 Feb 2026
22 Dec 2025
6 Jan 2026
22 Dec 2025
5 Jan 2026
22 Dec 2025
[10.6]Providing and laying of screed of 40 mm thick cement concrete 1:4:8 to be laid below the topping. [Through Rate]
[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]
[14.71]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km . [Through Rate]
[17.22.1]Water Bound Macadam Gr I 1. Water Bound Macadam Grading I (without screenings for low volume roads (undesignated) 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]
[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]
[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km]
[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]
[6.33.1]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. 1. Mild steel and Medium Tensile steel bars [Through Rate]
[7.22.1]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 : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
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