Haryana Urban Development Authority Tender

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Haryana Urban Development Authority - HUDA Tender

Works
Civil And Construction
Construction Material
Pipe Line Project
Eprocure
Opening Date13 Dec 2024
Closing Soon26 Dec 2024
Tender Amount₹ 54,88,959 
Notes
Download

Costs

  • EMD

    ₹ 1,09,780
  • Document Cost

    ₹ 2,000
  • Tender Fee

    ₹ 1,180

Summary

Rough Cost Estimate For Replacement Existing Asbestos Cement Pipe Lines With D.i. Pipe Lines In Sector-20 P-i, Sirsa.

Description

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BOQ Items

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[20.10.3]Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works 3. 150 mm i/d

2

5818

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[20.10.4]Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works 4. 200 mm i/d

1

10138

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[20.15.2]Providing and fixing C.I. Kinetic air valves conforming to and marked with IS: 14845 including carriage, loading, unloading stacking, handling, re-handling etc., drilling, tapping, screwing in valves connections complete in all respects to the satisfaction of Engineer-in- Charge. 2. 100 mm i/d

2

3152

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[20.63.2]`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. ` 2. 150 mm i/d

373

1373

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[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

589

1865

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[20.64.1]Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade SandS 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. Note: E/W to be measured and paid separately. 1. 100 mm i/d

2904

839

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[20.68.1]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. 1. Up to 300mm dia

1043

64

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[22.175.1]Constructing masonry Chamber 90x90x100 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 : 1. With common burnt clay non-modular bricks of class designation 7.5

17

8708

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[4.12.1]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. 1. All kinds of soil

3695

78

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[5.4.2]Dismantling Stone Spalls or Brickbats Filling 2. Grouted with natural silt and clay

326

198

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[5.42]Dismantling cement conglomerate / terrazzo floors 25 mm to 50 mm manually/ by mechanical means and disposal of material within standard lead as per direction of Engineer- in-charge.

2475

97

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[5.58.1]Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge : 1. Up to 150 mm diameter

3277

69

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[5.58.2]Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge : 2. Above 150 mm diameter

589

82

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[5.64.1]Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 1. Up to 150 mm diameter

15

84

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[5.64.2]Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 2. Above 150 mm diameter

1

312

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Granular Sub-Base with Coarse Graded Material - Grading-I or II or Ill (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications

77.4

132

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Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORTandH specifications

77.4

1694

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Tack Coat @ 0.30 kg per sqm Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 1.00 kg per sqm on the prepared granular surface cleaned with mechanical broom as per technical clause 503 of MORTandH specifications

309.6

23

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Close Graded Premix Surfacing/Mixed Seal Surfacing Surfacing 20 mm thickness (Type B) with VG-10 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 MORTandH specifications.

309.6

174

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