Replacement of Pipe Culvert by V.R bridge at RD 83750 of Chautang Nallah in Village Antawa

Amount

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 1.5m, as directed by Engineer-in-charge.All kind of soil. HRS No. 4.12.1

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 excavatedsoil as directed, within a lead of 50 m.All kind of soil. HRS No. 4.14.1

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.HRS No 4.32

Dressing bed and preparation of sub grade for lining by mechanical/ mannual means. HRS No. 14.1

Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means. HRS No. 14.2

PCC Grade M15 i/c centring and shuttering (with concrete Mixer) Height up to 5m complete.HRS No 27.5

Rcc grade M-25 for sub structure I/C centring and shuttering With Batching Plant, Transit Mixer and Concrete Pump hight upto 5 mtr complete. HRS No. 27.10.1.2

Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth cement mortar 1:3.HRS No

Providing and fixing in position caution iron board

Demolishing dry brick on end edging pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within any lead. HRS No.17.75

Fixing drainage spout in main slab

Removing hume pipes-NP 2 /NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead as per direction of Engineer-in-charge. Above 600 mm dia. HRS No 5.53.2

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and MoRT&H specifications.HRS No. 27.51.3

Steel reinforcement for R.C.C. were not included in the complete rate of RCC, including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo- Mechanically treated bars of grade Fe-5000 or more. HRS No 86.34.6

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.HRS No.35.9

Finishing walls with water proofing cement paint of required shade . New work (Two or more coats applied@ 3.84 kg/10 sqm) HRS No 11.93.1

Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1: 3/2 cement sand mortar and with end dowels filled with 1: 3/2. cement sand mortar and finishing the joints at an angle of 45 degree 900 mm. HRS No 21.95.8

Providing and laying of Filter media with granular of materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MoRT&H Specification. HRS No 27.17

Providing and laying dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling jointswith Jamuna sand, with common burnt clay non modular bricks.HRS No. 10.34

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ retum wall with 100 mm dia AC pipe, extending throughthe full width of the structure with slope of 1 V: 20H towards drawing force. Complete as per drawing and MoRT&H Specifications. HRS No27.15

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal ofunserviceable material within 50 metres lead as per direction ofEngineer-in-charge.In cement mortar.HRS No. 5.7.4

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - incharge.HRS No. 5.25

Credit of Brick work

Credit of steel

Credit of New RCC pipes

Credit of old RCC pipes

The Swami Ji Co-Op L and C Society Ltd., Jind