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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.0 LAccepted-AOC VPO KALIYANA TEHSIL AND DISTT CHARKHI DADRI 127306 | KALIYANA | CHARKHI DADRI | HARYANA | 127306 | ₹27.0 L | L1 | Accepted-AOC L1 Agency |
| 2 | L2₹30.8 L+₹3.8 L (14.1%)Rejected-Finance | ₹30.8 L+₹3.8 L (14.1%) | L2 | Rejected-Finance Due to Higher Rate |
| 3 | L3₹38.8 L+₹11.8 L (43.5%)Rejected-Finance | ₹38.8 L+₹11.8 L (43.5%) | L3 | Rejected-Finance Due to Higher Rate |
| 4 | L4₹42.3 L+₹15.3 L (56.6%)Rejected-Finance | ₹42.3 L+₹15.3 L (56.6%) | L4 | Rejected-Finance Due to Higher Rate |
Tender Value
₹35.3 L
EMD Value
₹70,576
Closing Date
8 Jul 2026, 10:00 amClosed
ANKIT VASHISHT
MC CHARKHI DADRI
Repair/Maintenance and Releveling of various streets in ward no. 13 and 14 MC Charkhi Dadri.
2026_HRY_532405_1
2026CC9689CF D964 4A44 A2CF 0E8186E50E8C341ULB
Open Tender
Civil Works
Works
180 days
Charkhi Dadri
2 documents required · 2 mandatory
₹2,500
₹70,576
Yes
11 Sept 2026
30 Jun 2026
8 Jul 2026
30 Jun 2026
8 Jul 2026
30 Jun 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 | HSR Item 4.14.1-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil.
HSR Rate(Rs.) 83.00 Through Rate | - | cum | 83 | - |
| 2 | HSR Item 9.57.3-Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3. 150 mm diameter
HSR Rate(Rs.) 269.00 Through Rate | - | Metre | 269 | - |
| 3 | HSR Item 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
HSR Rate(Rs.) 160.00 Through Rate | - | Metre | 160 | - |
| 4 | HSR Item 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
HSR Rate(Rs.) 83.00 Through Rate | - | Kg. | 83 | - |
| 5 | HSR Item 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
HSR Rate(Rs.) 7.00 Through Rate | - | Sqm | 7 | - |
| 6 | HSR Item 17.15.1-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 1. Grading I material
HSR Rate(Rs.) 911.00 Through Rate | - | cum | 911 | - |
| 7 | HSR Item 17.71-Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504
HSR Rate(Rs.) 66.00 Through Rate | - | Sqm | 66 | - |
| 8 | HSR Item 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) HSR Rate(Rs.) 3968.00 Through Rate | - | cum | 3,968 | - |
| 9 | HSR Item 17.6-Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications.
HSR Rate(Rs.) 184.00 Through Rate | - | cum | 184 | - |
| 10 | HSR Item 21.93.1-Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including
setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1.
Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening
HSR Rate(Rs.) 1155.00 Through Rate | - | Each | 1,155 | - |
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