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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹8.5 L
EMD Value
₹17,020
Closing Date
30 Dec 2025, 10:15 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
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
2025_HBC_492950_1
2025953AEB7B 9D99 4FAE B22C 45F9CD8B912A269HSV
Open Tender
Civil Works
Works
60 days
Panchkula
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹17,020
Yes
24 Dec 2025
24 Dec 2025
31 Dec 2025
24 Dec 2025
30 Dec 2025
24 Dec 2025
24 Dec 2025 - 30 Dec 2025
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
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