WARD NO 11 ADARSHNAGAR ME BLOCK ROAD SE DR DE KE GHAR HOTE HUYE GAPPU MAURYA KE CHAK TAK NALI NIRMAN KARYA.

E/W EXCAVATION IN FOUNDATION IN ORDINARY SOIL…………… ETC COMPLETE AS PER DSR 2.6.1

P/L CEMENT CONCRETE (1:6:12) RATIO CEMENT COARSE SAND & 40MM BRICK BALLAST I/C LABOUR MATERIALS T&P …….ETC COMPLATE

SUPPLY OF RCC HUME PIPE NP-3 INCLUDING COLLARS / SPIGOT JOIT WITH STIFF MIXTURE OF CEMENT & COARSE SAND MORTAR INCLUDING TESTING FOR JOINTS 600MM DIA NP-3 PIPE

PROVIDING LAYING SPREADING AND COMPACTING STONE AGGREGATES OF 63-45MM SIZE TO WATER BOUND MACADAM G-2 SPECIFICATION INCLUDING SPREADING IN INIFORM THICKNESS, HAND PACKING ROLLING WITH 3 WHEELED STEEL. VIBRATORY ROLLER 80-100 KM IN STAGE TO PROPER GRADE AND CAMBER APPLYING AND BROOMING REQUISITE TYPE OF SCREENING / BINDING MATERIALS TO FILL UP THE INTERSTICES OF COARSE AGGREGATE WATERING AND CAMPACTING TO THE REQUIRED DENSITY FOR GRADING 2 AS PER MORD SPECIFICATION NO 405

Providing, laying, spreading and compacting stone aggregates of 53-22.4 mm sizes to water bound macadam G-3 specification including spreading in uniform thickness, hand packing, rolling with Smooth wheel roller 80-100 KN 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 for Grading 3 as perTechnical Specification clause 405.30

Brick edging on both sides of the road of brick Class 150, 8 cm wide and 12 cm deep laid with mud mortar including labour & supply of bricks finished to required template in proper alignment including dressing & ramming of the excavated earth, as per direction of engineer in charge with all material, labour & T&P etc. for proper completion of work

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/som using mechanical means as per Technical…………ETC COMPLETE

Providing and applying tack coat with bitumen using pressure distributor at 8 the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per………………..ETC COMPLETE

Providing, laying and rolling of open graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a.........ETC COMPLETE

Providing and laying seal coat Type C by manual means with 80/100 grade 10 bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall as per ……..ETC COMPLETE.