Haryana Urban Development Authority Tender
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Costs
EMD
₹ 43,800Document Cost
₹ 1,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2022_HBC_249442_1Bid Award Id
ViewTender No
Job No 192/2022Tender 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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17.23.2 Water Bound Macadam - II with Screening Type 'A' / Type B
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications. 100 mm thick compacting layer of stone metal soiling coat with 63 mm to 45mm @ 1.21 cum per 10 sqm and stone screening 13.2 mm @ 0.12 cum per 10 sqm and Binding Material @ 0.06 cum per 10 Sqm.
141
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1508.6
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10.2 Supplying and filling in plinth with sand (conforming to zone-IV, IS 1542) under floors, including watering, ramming, consolidating and dressing complete.
4
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925
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17.23.2 (LR) Water Bound Macadam - II with Screening Type 'A' / Type B
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications. Soling coat Labor and machinery rates only (the material available in dismantle of road work)
2
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157
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17.23.2 Water Bound Macadam-II with Screening Type 'A' / Type B
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-1 0 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications.
75 mm thick compacting layer of stone metal wearing coat with 53 mm to 22.4mm @ 0.91 cum per 10 sqm and stone screening 13.2 mm @0.12 cum per 10 sqm and Binding Material @0.06 cum per 10 Sqm.
212
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1557.1
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17.32 Surface Dressing
Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG - 10 laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications
17.32.1 19 mm nominal chipping size, with bitumen
1415
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99.4
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17.26.2 Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications.
1415
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23
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17.35 Close graded premix surfacing/ Mix seal surfacing 20mm thickness type B with VG-10
17.35.2 Providing, laying and rolling of open – graded premix surfacing of 20 mm thickness Type B composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 10 @ 1.9 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 508 of MORT&H specifications. Using crust stone aggregate 13.2mm to 0.09 mm size.
1415
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167.3
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4.12 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.
4.12.1. All kinds of soil.
5
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87
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24.10.4 Cement concrete 1 :2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1 :3 on exposed surface including from work, placing and fixing in position, complete at the ground level or in first storey
12
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4874
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11.27 Pointing on stone work with cement mortar 1 :3 (1 cement : 3 fine sand) :
11.27.1 Flush / ruled pointing
130
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66
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11.67 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:
11.67.1 Water thinnable cement primer
95
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25
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11.78 Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade.
95
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35
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10.100 Cement Concrete 1:8:16 Flooring
10.100.2 Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth.
26
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2086
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10.76 Providing and laying 60mm thick factory made cement concrete inter1ocking paver block of M-30 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 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
255
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623
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SUB HEAD NO. II WATER SUPPLY 4.16 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 :
4.16.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
235
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69
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20.64 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
20.64.1 100mm i/d
235
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940
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20.68 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.
20.68.1 Upto 300mm dia
132
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72
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20.10 Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works
(Note:- The said item including the cost of Sluice valve, Nut and bolts, Rubber sheet, handling, rehandling and other accessories required complete in all respect)
20.10.2 100mm i/d
1
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4221
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22.176 Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1 :4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1 :2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 :3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
22.176.1 With common burnt clay non-modular bricks of class designation each 7.5
1
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13425
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SUB HEAD NO. III SEWERAGE 4.12 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.
4.12.1. All kinds of soil.
112
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87
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10.100 Cement Concrete 1 :8:16 Flooring
10.100.2 (Derived) Cement Concrete 1:8:16 with stone aggregate 20 mm size in foundation and plinth.
7
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2040
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21.94 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.
21.94.3 200mm i/d
95
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267
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21.93 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.
21.93.2 Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening
4
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1185
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21.28 Providing & fixing steel bar embedded plastic steps of size 263mm x 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
12
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334
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10.100 Cement Concrete 1:8:16 Flooring
10.100.2 Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth.
2.5
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2086
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6.25 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.
(Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix).
6.25.1 All works up to plinth level
6
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4999
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6.1 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. 6.1.2 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
1
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3892
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7.21 Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in:
7.21.1 Cement mortar 1:4 (1 cement: 4 coarse sand)
6.5
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4135
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11.5 12 mm cement plaster of mix
11.5.1 1 :2 (1 cement: 2 fine sand)
27
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122
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11.52 Cement rendering on plaster 1 mm thick
27
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31
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6.33 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.
6.33.6 Thermo-Mechanically Treated bars of grade Fe-500D kg or more.
540
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68
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6.30 Centering and shuttering including strutting, propping etc. and removal of form for
6.30.3 Suspended floors, roofs, landings, balconies
6
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233
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6.29 Centering and shuttering including strutting, propping etc. and removal of form work for :
6.29.2 Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
14
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316
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6.29 Centering and shuttering including strutting, propping etc. and removal of form work for :
6.29.1 Foundation, footing base of coloum
10
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174
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21.57 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).
21.57.1 For Circular sewers having internal diameter
21.57.1.4 200 mm
8
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20
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