Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | ₹8.5 L Quoted ₹7.1 L | L1 | Accepted-AOC after Negotiation |
| 2 | L2₹7.8 LRejected-AOC SHOP NO 4 NIRMAL VIHAR SECTOR 7 KARNAL HARYANA 132001 | KARNAL | KARNAL | HARYANA | 132001 | ₹7.8 L | L2 | Rejected-AOC 2nd Lowest |
| 3 | L3₹8.3 LRejected-AOC 403 VIPIN KUMAR CONTRACTOR ADHAUN ADHAUN NEAR JAT PARK KURUKSHETRA KURUKSHETRA HARYANA KURUKSHETRA 136119 INDIA | KURUKSHETRA | HARYANA | 136119 | ₹8.3 L | L3 | Rejected-AOC 3rd Lowest |
Tender Value
₹8.5 L
EMD Value
₹17,020
Closing Date
10 Feb 2026, 11:00 amClosed
YOGESHWAR
HSVP DIV 1 Sec 8 Panchkula
Providing and Laying of DI Pipe Line 100mm dia and 250mm SW Pipe Lne and Construction of Manhole in front of Pet Hospital in Sector 3 Panchkula including mtc. and defect liability period of one year free of cost
2026_HBC_499382_1
2026CC7721A8 860B 4A1C B12F F13C6A0D3ACF269HSV
Open Tender
Civil Works
60 days
Panchkula
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹17,020
Yes
16 Mar 2026
28 Jan 2026
11 Feb 2026
28 Jan 2026
10 Feb 2026
28 Jan 2026
28 Jan 2026 - 10 Feb 2026
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. All kinds of soil
11.5.3:- 12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]
10.100.2:- Cement Concrete 1:8:16 with Over burnt (Jhama) Brick Aggregate: 40 mm size in foundation and plinth.
7.21.2:- 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)
21.93.2:- 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. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening
21.94.4:- 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. 4. 250mm i/d [Through Rate]
6.1.2:- 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)
6.14.1:- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, f inishing and reinforcement-All work up to plinth level: 1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 cum graded stone aggregate 20 mm nominal size)
20.10.2:- Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works 2. 100 mm i/d [Through Rate]
20.68.1:- Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 1. Up to 300mm dia [Through Rate]
4.16.1.2:- Excavating trenches of required width and depth for 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]
6.33.3:- 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 Cold twisted bars.
NS Items:- Providing and Lowering, laying trenches aligning fixing in position and jointing ductile iron (DI) K-7 grade sands as per IS:8329 – 200 amended upto date (Based on DSandD rates) 100mm i/d
Please Enable Macros to View BoQ information
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.78 MB
AD0146089.pdf
Additional Documents • 3.33 MB
Other Document
Other Document • 0.09 MB
BOQ_577958.xls
BOQ • 0.25 MB
Download all tender documents and submit your bid