Haryana Urban Development Authority Tender
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Haryana Urban Development Authority - HUDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date3 Apr 2025
Closing Date8 Apr 2025
Tender Amount₹ 1,69,360
Costs
EMD
₹ 3,380Document Cost
₹ 250Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2025_HBC_438291_1Bid Award Id
ViewTender No
2025FFF228B9 3816 4B19 B3D9 182563054DE9239HSVTender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
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BOQ Items
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[21.43]Extra over the rate laid down in this schedule for cement concrete work more making and finishing benching and complicated floor work in manholes, including formation of channels and bulldozing and smooth finishing the surface accurately to template.
9.01
160
1441.6
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[21.57.1.4]Providing masonry plugs to ends of sewers of all types with 11.43 cm thick brick wall in cement sand mortar 1:7 with 12 mm thick cement plaster 1:6 (as required by the engineer-in-charge). 1.4. For Circular sewers having internal diameter - 200 mm
8
18
144
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[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. 2. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening
5
1058
5290
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[21.94.3]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
48
238
11424
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[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.
131.67
83
10928.61
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[4.31.1]Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 1. All kinds of soil
52.67
51
2686.17
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[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)
1
3476
3476
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[6.1.5]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: 5. 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)
7.3
2876
20994.8
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[6.1.6]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: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
1.36
2442
3321.12
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[6.14.2]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
2.4
3875
9300
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[6.30.4]Centering and shuttering including strutting, propping etc. and removal of form for 4. Shelves (Cast in situ)
2.39
223
532.97
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[6.33.6]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 Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more
215
66
14190
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[7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand)
17
3968
67456
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