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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.7 LAccepted-AOC GROUND FLOOR OFFICE NO 3 TOWER 2 SHRIRAM HEIGHTS RAJ NAGAR EXT GHAZIABAD 201017 | GHAZIABAD | UTTAR PRADESH | 201017 | L1 | Accepted-AOC AOC | |
| 2 | L2₹21.6 L+₹84,623.88 (4.08%)Rejected-Finance 01 NEAR KARNI MATA MANDIR KANAHAYA COLONY GURO KA TALAB JODHPUR JODHPUR GURO KA TALAB JODHPUR RAJASTHAN 342001 | JODHPUR | RAJASTHAN | 342001 | L2 | Rejected-Finance Reject due to higher rate quoted | |
| 3 | L3₹22.0 L+₹1.3 L (6.12%)Rejected-Finance | L3 | Rejected-Finance Reject due to higher rate quoted |
Tender Value
₹21.2 L
EMD Value
₹42,300
Closing Date
27 Mar 2026, 11:00 amClosed
SATPAL
Municipal Council Hodal
onstruction of IPB Road and Drain both side From Dheer wala chock to babwa Thok wali choupal and other side gali in ward no 07 MC Hodal
2026_HRY_509929_1
2026F004DF4D A6B9 4DFD ABF8 69EA4BBD6EA3329ULB
Open Tender
Civil Works
Works
240 days
Hodel
2 documents required · 2 mandatory
₹2,000
₹42,300
Yes
10 Apr 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1[10.100.1]Cement Concrete 1:8:16 Flooring 1. Cement Concrete 1:8:16 with Over burnt (Jhama) Brick Aggregate: 90 mm to 40 mm size in foundation and plinth. [Through Rate] | |||||
| 2[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | |||||
| 3[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] | |||||
| 4[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] | |||||
| 5[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] | |||||
| 6[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] | |||||
| 7[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] | |||||
| 8[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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