Construction of Ruined Building and Toilet Block for Kasturba Gandhi Vidyalaya Sakaran at District- Sitapur.(U.P.)

Clearing jungle including uprooting of rank egetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m bove ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.DSR NO. 2.31

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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.DSR NO. 2.8.1

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil DSR NO. 2.26.1

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.DSR NO. 2.25a

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.DSR NO. 2.27

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentrationDSR NO. 2.35.3.1

Providing and injecting chemical emulsion for Preconstructional anti-Termite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface If plinth filling junction of wall and floor, along the extemal perimeter of binding expansion jolnts,surrounding of pipes and conduit etc. complete (Plinth area of the building at ground floor only shall be measured as per I.S. 6313 (Part II 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or chlordane will be used. The rate of application of chemical emulsion shall be as Follows : (1) Treatment for Masonary & foundatiion 5 Liters per Sq.m. (2) Back fill in immediate contact with foundation 7.5 Litres per Sq.M. (3) Treatment,of Top surface of plinth filling 5 Litres per Sq.M. (4) Treatment junction of wall and the floor 7.50 Liters per Sq.M. (5) Treatment of soil along extnal Perimeter of building 7.50 Liters per Sq.M. (6) Treatment of soil along apron along external Perimeter 5.00 Liters per Sq.M.SOR LKO-2020

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)DSR NO. 4.1.8

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Lintels (i) GROUND FLOOR DSR NO. 5.3

(iI) FIRST FLOOR