Zilla Parishad Tender

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Zilla Parishad Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date20 Nov 2024
Closing Soon26 Nov 2024
Tender Amount₹ 1,52,267 
Notes
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Costs

Description

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BOQ Items

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Brick work with 1st class bricks in cement mortar (6:1)

10.88

5368

58404.38

... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and

53.65

163

8757.29

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Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

53.65

32

1757.04

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Ordinary cement concrete (M-20) (Mix- 1:1.5:3) with graded stone chips(20mm down) excluding shuttering and reinforcement, if any ground floor. As per IS 456-2000 (Pakur).

2.53

5948

15050.44

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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with

12.55

209

2622.95

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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if

0.2

53162

10632.41

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Supplying and laying polythene sheet (150 gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation or foundation trenches.

49.3

24

1183.2

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Earth work in Filling in foundation or plinth by with good earth in layer not exceeding 150mm including watering and ramming by layer complete a) With earth obtained from

4.44

77

344.28

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Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.

4.02

939

3774.78

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Determination of Compressive Strength of bricks as per IS: 3405 (Part I-IV)

1

920

920

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Grading by Sieve Analysis of sand as per IS: 2386 (Part – I)

1

460

460

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Fineness by dry sievingof cement as per IS: 4031 (Part-I)

1

280

280

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Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)

1

2230

2230

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The Total value of Schedule1

127761.95

-

22997.15

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The Total value of Schedule4

150759.95

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1507.6



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