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| Tender ID | 3996223 |
|---|---|
| Organisation Name | Haryana Urban Development Authority |
| Tender Brief | Amtc Of Ephs In Sector 34 Ue Ambala Cantt Laying 200mm Di Line And Construction Of New Sewer Manholes Complete In All Respect And All Other Works Contingent Thereto |
| Last Date For Submission | 18th Apr, 2026 |
| Opening Date | 20 Apr, 2026 |
| Document Cost | 250.00 |
|---|---|
| EMD | 3380.00 |
| Estimated Cost | 168560.00 |
| City | Ambala |
|---|---|
| State | Haryana |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | [11.5.2]12 mm cement plaster of mix : 2. 1:3 (1 cement: 3 fine sand) | 19.920 | Sqm |
| 2 | [20.63.3]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. ` 3. 200 mm i/d | 58.000 | Per Metre |
| 3 | [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 | 2.000 | Each |
| 4 | [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. | 73.000 | cum |
| 5 | [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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 4.410 | cum |
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