Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Eprocure
Opening Date4 Jun 2021
Closing Date9 Jun 2021
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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Lyaing Of C.C. in 1:6:12 with cement, Fine Sand,, 40 Mm Gauge stone ballast in foundation or base of CC Road slab i/c all complete as per directed by Engineer in charge.

12

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4043.7

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Brick work class 150 bricks in 1:4 cement & Fine sand mortar infoundation and plinth I/C all complete as per directed by Engineer in Charge.

27.6

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4975.4

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Plaster work 12 mm thick with 1:4 cement & fine sand motar over brick work I/c all complete as per directed by engineer in charge.

100

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150

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25 mm cement concrete flooring 1:2:4 (1 cement : 2 CoarseSand : 4 Graded stone aggregate of size 12.50 mm and below) by laid over base concrete finished with floating coat of neat cement (Base concrete to be paid separtely) Chapter No 14 & S.L. No 14.69

92

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181.7

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laying c c in 1:2:4 with cement, coarse sand, 20 mm gauge stone grit for C.C. road pavement slab or drain floor I/C Stationary forms placed to hold concrete & consolidate with vibrators and finishing and micro tixturing on road surface by transverse tining with broom I/C all complete as per directed by engineer in charge S.L. No 279(a)

3

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5568.7

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R.C.C. work in 1:1.5:3 with cement, coarse sand 20 mm gauge stone grit I/C all complete as per directed by engineer in charge for Slab (S.l. No 284(i)

0.96

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6142.3

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M.S. Iron Work in plain work such as R.C.C. work I/C all complete as per directed by engineer in charge per S.L. No 504

90.43

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55.62

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Laying of blanket coat with stone dust for stabilzation of sub grade or making uniface of old base surface i/c all complete as per directed by engineer in charge.

45

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1611.1

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Laying of C.C. in 1:6:12 with cement, Fine sand, 40 mm gauge stone ballast in foundation or base of CC road slab I/C all complete as per directed by engineer in charge.

60

-

4043.7

... More
Cemen concrete with cement apporoved coarse sand 20 mm gauge stone grit in proportion of 1:2:4 for CC road pavement slab I/C stationary forms placed to hold concrete & consolidate with vibrators and finishing and micro tecturing on road surface by ransverse tinning with broom I/C all required for proper completion of work as directed by engineer in charge as S.l No 279(a)

90

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5568.7

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Providing & laying of polythene sheet 125 micron thick before laying the c.c. oad slabe for making separation with base coat concrete and prevention of pumping I/C all complete as per directed by Engineer -in-charge

600

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16

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making expansion/ construction joint and transverse or longitudinal contraction joint at interval of 3.00 meter each in C.C. Road slab by full depth from at header joint and one third depth saw cuts on other joint with cleaning and sealling with asphalt I/C all complete as per directed by Engineer in charge.

198

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38.5



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