Haryana Urban Development Authority Tender
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Costs
EMD
₹ 3,19,200Document Cost
₹ 3,000Tender Fee
₹ 1,180
Summary
Development Of Commercial Site Opposite Shubham Garden Along Murthal Road Sector 15 Part Iv Ue Sonipat
Description
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Contact
Tender Id
2022_HBC_249863_1Bid Award Id
ViewTender No
Job No.189/2022 E.E. HSVP Divn. Snp 2022Tender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
GEM & Bid Advisory Services
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BOQ Items
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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: 1:4:8 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded cum stone aggregate 20 mm nominal size)
62
-
2735
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Providing and laying 80mm thick factory made cement concrete inter1ocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge
8040
-
713
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Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-1 O grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 Using Concrete Mixer
210
-
244
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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
8
-
87
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, 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 Pipes, cables etc. exceeding 80 mm metre dia. but not exceeding 200 mm dia
715
-
69
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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: 1 :2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size)
0.55
-
4339
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Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
3
-
316
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Steel reinforcement for RCC work, where not included in the complete rates 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 respects 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 for binding and placing shall not be measured and cost of these items items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D kg or more
61
-
68
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Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in Cement mortar 1:4 (1 cement: 4 coarse sand)
2.8
-
4342
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Cement Concrete 1 :8:16 Flooring Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth
0.8
-
2086
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12 mm cement plaster of mix:1:3 (1 cement : 3 fine sand)
8
-
108
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Cement rendering on plaster 1 mm thick
8
-
31
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Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISi marked K-7 grade S&S pipes as per IS: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-in-Charge. Note: E/W to be measured and paid separately. 100 mm i/d
715
-
940
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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. Up to 300mm dia
1790
-
72
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, 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 Pipes, cables etc. exceeding 80 mm metre dia. but not exceeding 300 mm dia
570
-
69
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Earth work in excavation by mechanical means (Hydraulic excavator/manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of side 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 50m.
1) All kinds of soil
60
-
126
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Cement Concrete 1:5:10 with stone aggregate 40 mm size in foundation and plinth
44
-
2424
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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) 1:2:4(1 Cement: 2 Coarse sand (zone-III): 4 Graded stone aggregate 40mm nominal size)
5
-
3836
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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: 1 :2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size)
13
-
4339
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Centering and shuttering including strutting, propping etc. and removal of form for.
3) Suspended floors, roofs, landings, balconies.
83
-
316
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Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand)
59
-
4341
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15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement : 4 fine sand)
166
-
114
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Cement rendering on plaster 1 mm thick
166
-
31
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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
33
-
179
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Steel reinforcement for RCC work, where not included in the complete rates 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 respects 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 for binding and placing shall not be measured and cost of these items items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D kg or more
1162
-
68
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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). 300 mm id
46
-
20
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Providing & fixing steel bar embedded plastic steps of size 263mm x each 143 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS : 1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1 :2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge
69
-
334
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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 induding 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. 21.94.5 200mm i/d
570
-
267
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Providing and fixing SFRC MANHOLE COVER 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 respect to the satisfaction of Engineer-In-Charge.
Type Extra Heavy Duty Set (EHD-20)-560 MM clear opening
23
-
1185
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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), ncluding 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 All kinds of soil
270
-
93
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l:1:5:10 (1 cement : 5 coarse sand (zone-Ill): 10 cum graded stone aggregate 40 mm nominal size)
32
-
2455
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1 :2:4 (1 Cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size)
10
-
3894
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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: 1 :2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size)
27
-
4339
... More
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies
325
-
233
... More
Steel reinforcement for RCC work, where not included in the complete rates 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 respects 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 for binding and placing shall not be measured and cost of these items items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D kg or more
2375
-
68
... More
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand)
111
-
4341
... More
12 mm cement plaster of mix:1:3 (1 cement : 3 fine sand)
515
-
108
... More
Cement rendering on plaster 1 mm thick
515
-
31
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