Directorate Of Urban Local Bodies Tender

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Directorate Of Urban Local Bodies Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date17 Jan 2025
Closing Date30 Jan 2025
Tender Amount₹ 24,78,763 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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CONSTRUCTION OF GRANULAR SUB-BASE BY PROVIDING WELL GRADED METRIAL SPREADING IN UNIFORM LAYER WITH MORTAR GRADER ON PREPAIRED SURFACE MIXING BY MIX IN PLACE METHOD WITH ROTAVATOR AT OMC, AND COMPACTING WITH SMOOTH SHED ROLLER TO ACHIVE THE DESIRED DENSITY COMPLETE AS PER TECH. SPECIFICATION CLAUSE 401.

132.68

1940

257412.47

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CEMENT CONCRETE WITH 4CM GUAGE BRCK BALLAST SAND 1.25FM AND CONCRETE IN PROP. OF 8:4:1 IN FOUNDATION AND UNDER FLOOR INCL. SUPPLY OF ALL MAT. LABOUR AND TOOLS AND AND PLANTS ETC REQUIRE FOR PROPER CONTENTS FIX THE WORK AS PER SI NO 274

147.75

4900

723975

... More
STONE WORK RCR (1:4) FOUNDATION SUPERSTRUCTURE PAGE NO. 22

33.15

4600

152490

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STRUCK POINTING SUCH CEMENT MORTAR CONSISTING OF 1PART CEMENT AND 2 PART OF SAND OF 1.25FM INCL. SUPPLY OF MAT. ETC T&P PROPER COMPLETION OF THE WORK SI NO. 574

117

165

19305

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CONSTRUCTION OF UN-REINFORCED DOWEL JOINTED AS EXPENSION AND CONSTRUCTION JOINT ONLY PLACE CEMNET CONCRETE PAVEMENT THICKNESS AS PER AS DESIGN OVER A PREPAIRED SUB BASE WITH 43 GRADE CEMENT OR ANY OTHER TYPE AS PER CLAUSE NO. 1501 .2.2 M-30 GRADE COARSE AND FINE AGGREGATES CONFIRMING TO IS 383 MAXIMUM SIZE OF CORSE AGGREGATE NOT EXCEDDING OF 25MM MIXED IN A CONCRETE MIXER OF NOT LESS THEN 0.2CM CAVACITY AND APPROPRIATE WEIGH ETC COMP.

70.88

8128

576112.64

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CEMENT CONCRETE WITH 2CM GUAGE APPROVED STONE BALLAST SAND CEMNET IN PROP. OF 4:2:1 INCL. SUPPLY OF ALL MAT. LABOUR AND TOOLS AND AND PLANTS ETC REQUIRE FOR PROPER CONTENTS FIX THE WORK AS PER SI NO 279A

0.98

7400

7252

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RCC WORK IN LINTEL WITH 1:2:4 C/S AND STONE DALA GRITT I/C ETC ALL COMPLETE AS PER SI NO 284a

12.6

8200

103320

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MILD STEEL OR IRON WORK IN PLAIN WORK SUCH AS RCC IN ALL MATERIAL LABOUR T&P ETC COMPLETE AS PER SI NO 504

9.89

9298

91957.22

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EARTH WORK IN EMBANKMENT IN MOORAM MIXED BLACK COTTON SOIL EXCAVATION TO BE IN FORM OF REGULAR PITS NOT EXCEEDING 0.5 IN DEPTH AND EARTH WORK IN EMBANKMENT TO BE IN 20CM LAYER INCLUDING RAMMING AND DRESSING THE SURFACE TO REQUIRED LEVEL SLOPE AND ALSO

255.94

228

58354.32

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DISPOSAL OF MALWA AS PER E I

1

70000

70000

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ENOGRAION STONE AND SIGN BOARD OF SITE

1

15000

15000

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Add 18% GST

1

378116

378116



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