Hansi Branch from RD 15000 to 30000

Amount

Filling available excavated earth (excluding rock) in trenches, 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 item No. 4.32)

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.(HSR item No. 4.12)

Dismantling cement concrete 1:3:6 old HSR Item No 8.6(c)

Dismantling Brick work in cement mortar Old HSR Item No. 8.5(b)

Laying Design mix C.C. of grade M-15 C.C lining of 125 mm thick in side slope with censored paver machine (latest technology) weight batching and mixing plant ,transportating ,vibrating ,providing & fixing pvc strip joints by using Machenical contrivance ,smooth ,finishing ,curing lining including dewatering ,pumping out of water caused by spring and subsoil water ,rainwater canal leakage etc. and lowering of SSWL, whenever required and cost of all material ,labour ,machinery lifts and delifts of all material including water and comapacting in side slope and aplication of 10mm 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 arrangement complete in all respect unit.

Laying Design mix C.C. of grade M-15 C.C lining of 125 mm thick in bed with censored paver machine (latest technology) weight batching and mixing plant ,transportating ,vibrating ,providing & fixing pvc strip joints by using Machenical contrivance ,smooth ,finishing ,curing lining including dewatering ,pumping out of water caused by spring and subsoil water ,rainwater canal leakage etc. and lowering of SSWL , whenever required and cost of all material ,labour ,machinery lifts and delifts of all material including water and comapacting in bed and aplication of 10mm 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 arrangement complete in all respect unit .

Centering and shuttering including strutting, propping etc. and removal of form work for foundation, footing and bases of columns Complete as per (HSR Item NO. 6.29.1)

Providing and laying in position ready mixed plain cement concrete of grade M-15 with minimum cement content 240 Kg. per Cum,, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 the Engineer-in-charge complete as per (HSR Item No. 6.22.2.2.)

Steel reinforcement cold twisted bars 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 complete as per (HSR Item NO. 6.33.6)

Brick work cement mortar 1:4 with common burnt clay non modular bricks of class designation 7.5 in Burji Stone in foundation and plinth in complete as per (HSR Item NO. 7.21.1)

Providing PVC seal as Per IS : 12200 of 1987

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 excavated soil as directed, within a lead of 50 m in all kinds soil as per HSR 4.14.1

Dressing bed and preparation of sub grade for x-regulator cum bridge mechanical/ manual means as per HSR 14.1

Dressing bed and preparation of sub grade for side pitching mechanical/ manual means as per HSR 14.2

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete with 330kg/Cum cement 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-chargeupto plinth level HSR item 6.25.1

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete with 330kg/Cum cement 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 above plinth level HSR item 6.25.2

Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is HSR item No.6.25.1 + 6.26.1

Centring and shuttering including strutting propping etc and removal of form work for columns , piers , abutment posts and struts HSR item 6.29.3

Centring and shuttering including strutting propping etc and removal of form work for retaining walls , return walls , walls (any thickness ) i/c attached pilasters, butteresses , plinth etc HSR item 6.29.2

Centring and shuttering including strutting propping etc and removal of form work for suspended floors, roofs, landings, balconies and access platform as per HSR item No 6.30.3

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 H.S.R item no.27.51.3

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in C.M 1:3.

Brick work with common burnt clay non-modular bricks of class designation 7.5 in superstructure in cement mortar 1:3 above plinth level up to floor IV level in all shapes and sizes in C.M.

Brick work with common burnt clay bricks of class designation 7.5 in mud mortar as per HSR item no.18.1

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 en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete as per HSR item 11.58

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.as per HSR item No.11.73.2

Providing and fixing drainage spouts in slab.

Providing and fixing sign boards on both sides of bridge

Back filling behind abutment, wing wall and return wall complete as per drawing and MORT&H Specification with sand material as per HSR item No.27.16.2

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 as per HSR Item No.27.16.1

Laying dry brick bats as per HSR item No.B0146

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications as per HSR 27.15

Pointing with cement mortar (1:3 ) on brick work in substructure as per MoRT&H Specifications as per HSR item No.27.2

Supply and fixing, installation, transportation painting & commisioning of gates and gearing including S/o c/o material and labour charges complete in all respect as per direction of Engineer in charge as per approved drawing /design supplied by the department & as per PWD specifications(Rate approved vide C.E/YWS(N) Panchkula letter no. 226/5YWS/2191/2014 Dated 14.01.2016 )

Fabrication, erection and commissioning of wheel assembly with G.M bush of size 400x150 complete in all respect as per direction of Engineer in charge as per approved drawing /design supplied by the department & as per PWD specifications (Rate approved vide C.E YWS(N) PKl. No.317/5YC/2037/13 dt.21.01.2014)

Electrification of gate and gearing system to operate manually as well as by electricity complete in all respect as per direction of Engineer in charge (Rate approved vide C.E YWS(N) PKl. No.317/5YC/2037/13 dt.21.01.2014)

Providing diesel generator set 25 KV capacity silent type Kirloskar Make 3 phase complete as per direction of Engineer in Charge (Rate approved vide C.E YWS(N) PKl. No.317/5YC/2037/13 dt.21.01.2014)

Dismetling brick work in mud mortar old HSR Item No. 8.5(d)

Dismetling brick work in lime mortar old HSR Item No. 8.5(g)

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead as per HSR item 5.33

D/D Credit for material recovered from Dismantling of brick work

D/D Credit for material recovered from Dismantling of old MS Gate

Krupanidhi Construction

UNIVERSAL CONSTRUCTION CO.

M / S DAYANAND CONTRACTOR

M/s Shivji Singla and Sons