mprovement of road from New Classroom to PG gents hostel no. 3 and construction of RCC drain along the eastern fenceline of football ground at RIMS, Imphal.

Amount

E/W in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width pr 10sqm on plan) i/c dressing of sides & ramming of bottoms, lift upto 1.5m, i/c getting out excavated soil and disposal of surplus excavated soil as directed within a lead of 50m.

a) All kinds of soil

Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre.

Providing and laying in position cement concreteof specified grade excluding the cost of centering and shuttering

All works upto plinth level

i) 1:4:8 (1 cem :4 c/sand : 8 graded stone aggregate 20 mm nom size)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work upto plinth level :

1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Reinforced cement concrete work in walls (any thickness), including attached pilasters, butresses,plinth and string courses,fillets, columns, pillars, piers, abutments, posts and struts etc upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement.

1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajjas, lintels, bands,plain window sills, staircases and spiral staircases upto floor two level excluding the cost of centering, shuttering, finishing and re-inforcement.

1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Upto plinth level

(b) TMT Bars.

Centering and shuttering including strutting, proppong etc. and removal form for

a) Foundation, footings, bases of columns etc. and mass concrete.

d) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

c) Lintels, beams, plinth beams, girders, bressumers and cantilevers, with water proof ply 12mm thick.

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 meters. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)

Granular Sub-Base with Close Graded Material (Table:- 400-1)

D) Granular base/sub base with naturally occuring sand gravel material

Providing laying and compacting Granular base/sub base with naturally occuring sand gravel naterial free from organic or other deleterious constituent spreading with motor grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150mm (spread thickeness.

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 in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

(i) Grading-I

(a) Using Screening Crushable type such as Moorum or Gravel

(ii) Grading-II

(a) Using Screening Crushable type such as Moorum or Gravel

Tack Coat on Granular surfaces treated with primer. 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 surface cleaned with mechanical broom.

Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 35 tonnes per hour using crushed aggregates of specified grading, premixed with bituinous binder @ 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with censor control to the required grade, level and allignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause no. 508 complete in all respects.

i) for Grading-II (10 mm nominal size)

SOCIAL SATISFACTORY CONSTRUCTION & SUPPLIER (BID ID -3300595)

M/S L SHANTIKUMAR SINGH (BID ID -3300597)