Construction of road from Youljuk to Skarma house via Chuta Koyul.

Amount

Earth work in rough excavation,banking excavated earth in layers not exceeding 20 cm in depth, breaking clods,watering, rolling each layer with half tonne roller or wooden Lor steel rammers, and rolling every third and top -most layer with power roller of minimun 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or tilling up ground depressions lead upto 50 mtr and lift upto 1. 5 mtr. in : All kinds of soil:

Earth work in excavation by mechanical means(Hydraulic excavator) over areas (Exceeding 30cm in depth,1.5mtr in width as well as 10sqm on plan)including disposal of excavated earth, lead upto 50m and lift upto 1.50 m,disposed earth to be levelled and neatly dressed: All kinds of soil

Dumping of stone including cost of stone in horizon on level.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 gradedstone aggregate 40mm nominal size) Nallah.

Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centring, shuttering and finishing.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) Crushed

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands,plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3graded crushed stone aggregate 20mmnominal size)

Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.

Centring and shuttermg including strutting, propping etc.and removal of form for· Foundations: footings, bases of columns etc. for mass concrete.

Columns, Pillars, Piers, Abutments, Posts and Struts.

Edges of slabs and breaks in floors and walls. Above 20cms wide

Suspended floors, roofs, landings, balconies and access platform.

Surface dressing of the ground including removing vegetation and in-equalities not exceeding15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m in : All kinds of Soil:

Supplying and stacking of graded stone aggregate at site of size range (excluding carriages) 63 mm to 45 mm 53 mm to 22.4 mm.

Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete (Payment for stone aggregate,screenings, kankar, moorum and red bajri etc. to be made separately) Base course with 63 mm to 45 mm size including stone screenings 13.2 mm size. Base course with 53 mm to 22.4 mm size including stone screenings 11.2 mm size.

Supplying and stacking of moorum/Binding Material at site, excluding carriage.

Supplying and stacking of stone screenings/ chippings at site. excluding carriage. 13.2 mm nominal size (Type A) 11.2 mm nominal size (Type B)

Carriage of material by mechanical transport Cement/Steel an avg. lead 270 kms.

Sand an avg. lead 10 kms.

Stone agg. (Below 40mm) an. avg. lead 35 Kms.

Stone/Boulder an avg. lead 05 kms.

Earth an avg. lead 01Km.

Stone agg. (Above 40mm) an avg. lead 09 Kms.

Moorum/Binding material an avg. lead 05 kms.

Screening/chipping an avg. lead 15 kms.