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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAccepted-AOC FLAT NO 14 GHS 1 SECTOR 5 MANSA DEVI COMPLEX PANCHKULA HARYANA 134109 | PANCHKULA | PANCHKULA | HARYANA | 134109 | ₹18.2 L Quoted ₹13.9 L | L1 | Accepted-AOC 1st Lowest |
| 2 | L2₹14.6 L+₹71,109.21 (5.12%)Rejected-AOC H NO 465 SECTOR 20 P II PANCHKULA | PANCHKULA | HARYANA | 133301 | ₹14.6 L+₹71,109.21 (5.12%) | L2 | Rejected-AOC 2nd Lowest |
| 3 | L3₹15.0 L+₹1.1 L (7.92%)Rejected-AOC | ₹15.0 L+₹1.1 L (7.92%) | L3 | Rejected-AOC 3rd Lowest |
| 4 | L4₹15.5 L+₹1.6 L (11.7%)Rejected-AOC BALTANA HOUSE NO 202 HARMILAP NAGAR PHASE 1 SAS NAGAR PUNJAB 140604 | SAS NAGAR | SAS NAGAR | PUNJAB | 140604 | ₹15.5 L+₹1.6 L (11.7%) | L4 | Rejected-AOC 4th Lowest |
| 5 | L5₹15.9 L+₹2.0 L (14.3%)Rejected-AOC | ₹15.9 L+₹2.0 L (14.3%) | L5 | Rejected-AOC 5th Lowest |
Tender Value
₹18.2 L
EMD Value
₹36,460
Closing Date
12 Aug 2026, 10:30 amClosed
YOGESHWAR
HSVP DIV 1 Sec 8 Panchkula
Construction of Toe Wall with Dismantling of Boundary Wall at T Well near Happiness Night Food Street in Sector 5 Panchkula
2026_HBC_539275_1
202641BB8352 C6AE 479B B35D 143BFD8BFD98269HSV
Open Tender
Civil Works
Works
30 days
Panchkula
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
₹36,460
Yes
25 Aug 2026
6 Aug 2026
13 Aug 2026
6 Aug 2026
12 Aug 2026
6 Aug 2026
6 Aug 2026 - 12 Aug 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 | 4.12.1:- Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in- charge. 1. All kinds of soil [Through Rate] | 33.84 | P. Cum. | 78 | ₹2,639.52 |
| 2 | 5.7.4:- Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar [Through Rate | 61.48 | P. Cum. | 585 | ₹35,963.46 |
| 3 | 8.31:- Providing and fixing facing extruded clay Tile (Glass Reinforced Clay Tiles (GRC)) any size any shade and design on wall with under layer of 12 mm thick cement plaster 1:3 and jointed with neat cement matched with igment complete as per drawings, specifications and to the entire satisfaction of engineer- in- charge. [Through Rate] | 169.2 | P. Sqm. | 1,972 | ₹3,33,662.4 |
| 4 | 11.5.3:-12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | 169.2 | P. Sqm. | 113 | ₹19,119.6 |
| 5 | 10.50.1:- Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 1. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. [Through Rate] | 37.6 | P. Sqm. | 2,707 | ₹1,01,783.2 |
| 6 | 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] | 5,760.92 | P. Kg | 83 | ₹4,78,156.36 |
| 7 | 10.77:- Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [Through Rate] | 235 | P. Sqm. | 637 | ₹1,49,695 |
| 8 | 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] | 5.64 | P. Cum. | 1,863 | ₹10,507.32 |
| 9 | 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] | 141 | P. Sqm. | 26 | ₹3,666 |
| 10 | 7.21.1:- Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] | 26.88 | P. Cum. | 4,128 | ₹1,10,977.15 |
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