Rehabilitation / remodeling of Lohari Minor from RD 0 to 67400 (Tail)

Amount

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead in cement mortar as per HSR Item No. 5.7.4

Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within any lead HSR Item no.17.75

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead. HSR Item No.5.25

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead .Nominal concrete 1 :2:4 or leaner mix. as per HSR Item No. 5.23.2

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 as directed. All kinds of soil as per HSR Item No 4.12.1

PCC Grade M15 (with concrete Mixer) Height up to 5m as per HSR Item No.27.5

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand) as per HSR Item no 7.21.1

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete as per HSR Item No. 6.30.1

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 inluding the cost of centering, shuttering, coring, finishing and excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability (Note :- Cement content considered in this item is @ 330 kg/cum. as per HSR Item No. 27.27.1.1

RCC pipe 900 mm dia NP-3 spigot .NP3 or NP4 Pipe as per HSR Item no.B1222+ 21.44.14.2, 3762+266.60

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. as per HSR Item No. 10.34

Removing hume pipes-NP3 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead above 600 mm dia as per HSR Item No. 5.53.2

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 kg or more as per HSR Item No. 6.34.6

Filling expansion joints, with bitumen impragnated 12 mm thick metre mm wide as per HSR Item No. 6.58

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:1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded cum stone aggregate 20 mm nominal size) HSR 6.1.4

Design Mix Cement Concrete of Grade M-15 lining 75 mm thick on side slope including coring, plaster (10 mm) (1.5), scaffolding (Analysis of Rate attached)

Design Mix Cement Concrete of Grade M-15 lining 75 mm thick in bed including coring, plaster 10 mm thick (1.5) (Analysis of Rate attached)

12 mm cement plaster of mix:1 :4 (1 cement:4 fine sand) ( HSR 11.5.3)

Dressing bed and preparation of sub grade by mechanical/ mannual means(HSR 14.1)

Credit for Steel

Credit for Brick Work

Credit of NP3 pipe 900 mm dia @ 4028.60 x 90 % = 3625.74 Per Mtr.

Rolled Cement Concrete Base Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing HSR item no 17.46

Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete HSR item no 17.45

Filling of earth work including ramming & watering as per HSR item No. 4.33

Rehandling of earth as per HSR item No. 4.32

Radhey Shyam Contractor

The Tibba Dana Sher Co Op L and C Society Limited

VIDYA PROJECT PVT. LTD.