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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC 403 VIPIN KUMAR CONTRACTOR ADHAUN ADHAUN NEAR JAT PARK KURUKSHETRA KURUKSHETRA HARYANA KURUKSHETRA 136119 INDIA | KURUKSHETRA | HARYANA | 136119 | ₹1.7 L Quoted ₹1.2 L | L1 | Accepted-AOC 1st Lowest |
| 2 | L2₹1.5 LRejected-AOC | ₹1.5 L | L2 | Rejected-AOC 2nd Lowest |
| 3 | L3₹1.7 LRejected-AOC KAITHAL | KAITHAL | HARYANA | ₹1.7 L | L3 | Rejected-AOC 3rd Lowest |
Tender Value
₹1.7 L
EMD Value
₹3,380
Closing Date
7 Apr 2026, 11:15 amClosed
YOGESHWAR
HSVP DIV 1 Sec 8 Panchkula
Providing and Laying of Sewerline infront of near House No.533 550 in Sector 19 and IA Ph I and II Panchkula
2026_HBC_511964_1
202601A97806 F670 409C B9AC 01A10EFB5CE1269HSV
Open Tender
Civil Works
30 days
Panchkula
Please refer Tender documents.
2 documents required · 2 mandatory
₹250
Yes
₹3,380
Yes
15 Apr 2026
30 Mar 2026
8 Apr 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
30 Mar 2026 - 7 Apr 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 |
|---|---|---|---|---|---|
| 14.12.1 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. All kinds of soil. | |||||
| 211.5.3:- 12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | |||||
| 310.100.2 Cement Concrete 1:8:16 with Over burnt (Jhama) Brick Aggregate: 40 mm size in foundation and plinth. | |||||
| 417.70:- 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] | |||||
| 57.21.2 Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar. 1:6 (1 cement: 6 coarse sand) | |||||
| 621.93.1:- 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 [Through Rate] | |||||
| 721.94.3:- Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 3. 200mm i/d [Through Rate] | |||||
| 86.1.2 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: 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) | |||||
| 96.14.1:- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to stone aggregate 20 mm nominal size) | |||||
| 104.16.1.2:- Excavating trenches of required width and depthfor pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. [Through Rate] | |||||
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