Rehabilitation from RD 44000 to 88000 of jui Feeder

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 1.5 m, as directed by Engineer-in-charge (E/work excavation for silty clearance) HSR item No. 4.12

Excavating, supplying and filing of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc.( HSR item 4.33)

Dismantling of coping HSR Item no 8.6 (c) (old HSR rate)

Providing PVC seal (NS) as per IS 12200 of 1987

Laying design mix Cement Concrete of grade M-15 Cement Concrete lining of 100 mm thick in side slope with censored paver machine (latest techology) sizeling weight batching and mixing plant transporting vibrating providing &fixing PVC strip joints by using Mechanical contrivance, smooth, finishing, curing lining including dewatering, pumping out of water caused by spring and sub soil water, rainwater, canal leakage etc and lowering of SSWL, whenever required and cost of all material, labour, machinery lifts and details of all material including water and compacting in side slope and applicable of 10 mm thick plaster 1:5 on the prepared wet subgrade in side slope collecting debris and disposed off collected material outside the channel as per approved drawing and specification & relevant IS Code (Latest revision) and as directed by Engineer-in-Charge including cost of sampling testing of finished work and all type of water arrangment complete in all respect Unit (Derived item)

Laying design mix Cement Concrete of grade M-15 Cement Concrete lining of 100 mm thick in bed with censored paver machine (latest techology) weight batching and mixing plant transporting vibrating providing &fixing PVC strip joints by using Mechanical contrivance, smooth, finishing, curing lining including dewatering, pumping out of water caused by spring and sub soil water, rainwater, canal leakage etc and lowering of SSWL, whenever required and cost of all material, labour, machinery lifts and details of all material including water and compacting in bed and applicable of 10 mm thick plaster 1:5 on the prepared wet subgrade in bed collecting debris and disposed off collected material outside the channel as per approved drawing and specification & relevant IS Code (Latest revision) and as directed by Engineer-in-Charge including cost of sampling testing of finished work and all type of water arrangment complete in all respect Unit (Derived item)

Reinforced cement concrete M-15 grade boundary pillar of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting HSR item No. 34.28

Earth work excavation in ordinary soil foundations of structure as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTH&H specifications with mechanical means. Depth 3 m to 6 mtr. HSR item No. 15.1.2.2

Dressing of bed and preparation of sub grade for lining HSR item No. 14.1

Centering and shuttering including strutting, propping etc and removal of form work for foundation, footings, bases of columns HSR item No. 6.29.1

M-15 grade Plain cement concrete (cement content considered 240 kg. per cum) HSR item No. 6.22.2.2

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement work, using cement contents as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering and shuttering finishing and reinforcement including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability with out impairing strength and durability as per direction of Engineer-in-charge with cement contents 330 Kg per cum for all works up to plinth level. HSR Item No. 6.25.1 ( Note :- Cement content considered in this item is @ 330kg/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).

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement work, using cement contents as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering and shuttering finishing and reinforcement including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability with out impairing strength and durability as per direction of Engineer-in-charge with cement contents 330 Kg per cum for all works above plinth level. HSR Item No. 6.25.2 ( Note :- Cement content considered in this item is @ 330kg/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).

Centering and shuttering including strutting, propping etc and removal of form work of columns, piers, abutments, posts and struts HSR item No. 6.29.3

Providing & fixing in postion 20 mm thick pre-moulded bituminous joint filler in expansion joint dor fixed ends of simply supported spans not exceeding 10 mts spans to cater for a movement upto 20 mm covered with sealant complete as per drawing and technical specifications as per HSR item No. 27.51.3

Filling available earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead up to 50 mts and lift up to 1.50 mts HSR Item NO. 4.32

Brick masonary work in cement mortar 1:3 in superstructure complete excluding pointing and plastering as per drawing and technical specifications ( Derived rate)

Brick masonary work in cement mortar 1:4 in foundation complete excluding Pointing and plastering as per Drawing and Technical Specifications MORT&H (Derived Rate).

Cement pointing on brick work with cement mortar 1:3 Flush/Ruled/Struck or Weathered pointing HSR item No.11.25.1

10 mm thick cement sand plaster 1:3 HSR Item No. 11.4.2

Providing and applying two coats white cement based putty of approved brand and manufacturer over plastered surface and grinding the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sun dries etc complete as per HSR Item No. 11.58

Providing weep hole in F.O. wall i/c well drainage filter (NS item)

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.Thermo-mechanically treated bars of grade Fe-500D or more. ( 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 stell 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). (HSR item No.6.34 & 6.34.6)

Providing & fixing drainage spouts in slab. (NS item)

Providing and fixing in position caution iron board 4'x3', 500' U/s & D/s 500' from diversion of channel (NS item )

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth and lift upto 1.5 m as directed by Engineer-In-charge. All kind of soil 15 m lead. old HSR 10.39

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 joints with Jamuna sand with common burnt clay non modular bricks HSR item No. 10.34

Demolishing R.B. work manually/by mechanical means including cum stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-In-charge. HSR item No. 8.6 (b)

Granular Sub Base with Coarse Graded Material- Grading -III (Table-400-2) Construction of granular sub base by providing 401 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 MORT&H specifications. HSR item no. 17.15.3

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 appling and brooming requisite type of screening binding materials to till up the interstices of coarse aggregate watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications. HSR item no. 17.23.2 A&C Slip No. dated 06.08.2021

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleared wuth mechanical broom as per technical clause 503 of MORT&H specification (HSR item No. 17.26.1)

Providing laying and rolling of open graded premix surfacing of 20mm thickness composed of crushed stone aggregates of specified grading premixed in a continous type of hot mix plant of approprate capacity not less not less than 75 tonne per hour with bituminous binder VG-10 @1.46kg 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 510 of MORT&H specifications. (HSR Item No.17.33.1) A&C Slip No.01 Dated 06.08.2021

Providing laying and rolling of open graded premix surfacing of 20mm thickness type B composed of crushed stone aggregates of specified grading premixed in a continous type of hot mix plant of approprate capacity not less not less than 75 tonne per hour with bituminous binder VG-10 @1.9kg 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 (HSR No. 17.35.1)

Back filling behind abutment, wing wall and return wall complete as per drawing and MORT&H Specification - HSR Item No 27.16 (i) Granular Material HSR item No. 27.16.1

(ii). Sandy Material, HSR item No. 27.16.2

Demolishing dry brick manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 mtr. Lead as per direction of Engineer-in -charge Old HSR item No. 8.5(b)

Demolishing dry brick pitching in floors, drains etc including stacking of serviceable material and disposal of unserviceable material within 50 mtr. lead HSR item No. 17.75

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 mtr. Lead as per direction of Engineer-in-charge. Nominal concrete 1:2:4 of leaner mix Old HSR item No.8.6(d)

Demolishing RCC work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 502 mtr. Lead as per direction of Engineer-in -charge Old HSR item No.8.6(e)

Ist class brick masonry in 1:3 cement sand mortar in F & P i.e. up to 1.50 mtr. Height (Derived Rate).

Credit for CC Block (for linning)

Credit for old and dismantled brick work

Credit of old steel

M/s Bishan Parkash and Company