Gurugram University Tender
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Costs
EMD
₹ 3,980Document Cost
₹ 500Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2024_HRY_342140_1Bid Award Id
ViewTender No
GUG/CE/2024/04Tender Authority
Gurugram University ViewPurchaser Address
-Website
http://https://haryana.gov.in/
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BOQ Items
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 : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm nominal size) HSR 6.1.6
2.82
6886
2442
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 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 cum graded stone aggregate 20 mm nominal size) HSR 6.14.1
3.32
14521
4374
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 cum graded stone aggregate 20 mm nominal size) HSR 6.15.1
1
5969
5969
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases of columns, etc. for mass concrete (HSR 6.30.1)
12.15
1895
156
Centering and shuttering including strutting, propping etc. and removal of form work for : Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick (HSR 6.30.21)
14.71
5398
367
Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, Pillars, Piers, Abutments, Posts and Struts (HSR 6.30.6)
18.39
4818
262
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 above 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, over1aps, 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. Thermo-Mechanically Treated bars of grade Fe-500D or more. (HSR 6.33.6)
364.99
22264
61
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). (HSR 7.21.2)
5.33
18807
3532
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 1:6 (1 cement: 6 coarse sand) (HSR 7.22.2)
13.05
51691
3961
12 mm cement plaster of mix :1 :6 (1 cement: 6 coarse sand) (HSR 11.8.2)
63.05
4161
66
15 mm cement plaster on rough side of single or half brick wall of mix: 1 :6 (1 cement: 6 coarse sand) (HSR 11.9.2)
60.15
4932
82
Filling available excavated earth (excluding rock) in trenches, cum plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. HSR 4.32
8.17
375
46
Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. HSR 11.60
123.2
7268
59
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) HSR 11.96.1
123.2
10472
85
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