Zilla Parishad Tender

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Zilla Parishad Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date26 Dec 2023
Closing Date11 Jan 2024
Tender Amount₹ 1,00,000 
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(4:1) proportion. (a) In foundation and plinth (P - 15, I - 7a)

5.1

26494

5195

... More
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Rajmahal variety (P - 26, I - 10)

3.3

16773

5086

... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating, nosing and drip course where necessary(ground floor). (a)With 4:1 cement mortar (i)    15mm. thick plaster (P - 189, I - 1(ii)b)

37.4

5909

158

... More
Neat cement punning about 1.5 mm. thick in wall dado, window, sills, floor, drain etc. (P - 192, I - 15)

37.4

1271

34

... More
Hire and labour charges for shuttering with hard wood for precast R.C. Slab curved, or straight and striking out the same including fitting fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect. (P - 43, I - 38)

10.2

948

93

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Reinforcement for reinforced concrete work in the all sorts of structure including distribution bars, binders etc. including supply of rods, initial straightening and removal of loose rust(if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a)    For works in foundation, basement and up to roof of ground floor/up to 4m. (I)     Tor steel/Mild steel (P - 43, I - 40 a(i))

0.19

12216

64243

... More
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.) (PWD, R & B Schedule, P - 270, I - 8.07).

1

2230

2230

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C. BRICKS (PWD, R & B Schedule, P - 328, I - 17.06). Laterite, etc (i) Determination of Compressive Strength as per IS: 3405 (Part I-IV)

1

920

920

... More
C. BRICKS (PWD, R & B Schedule, P - 328, I - 17.06). Laterite, etc (ii) Determination of Water Absorption as per IS: 3405 (Part I-IV) Combined

1

230

230

... More
C. BRICKS (PWD, R & B Schedule, P - 328, I - 17.06). Laterite, etc (iii) Determination of Efflorence as per IS: 3405 (Part I-IV)

1

580

580

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D. SAND (PWD, R & B Schedule, P - 328, I - 17.06). (i) Grading by Sieve Analysis as per IS: 2386 (Part – I)

1

460

460

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H. STEEL (PWD, R & B Schedule, P - 329, I - 17.06). Laterite, etc(i) Tensile Strength of Steel as per IS: 1608 & 2026

1

460

460

... More
I. CEMENT (PWD, R & B Schedule, P - 329, I - 17.06). Laterite, etc. (i) Fineness by dry sieving as per IS: 4031 (Part-I) (Part – I)

1

280

280

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TEST OF CONCRETE (PWD, R & B Schedule, P - 330, I - 17.07). Laterite, etc (i) Slump Test as per IS: 1199 (Part – I)

1

230

230

... More
TEST OF CONCRETE (PWD, R & B Schedule, P - 330, I - 17.07). Laterite, etc (viii) Determination of Compressive Strength of Cored Sample (Sample to be supplied) as per IS: 1199 & 516

1

280

280

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Add GST 18.00% Rs.

1

15067

15067.09

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Add Labour welfare cess @1.00% Rs.

1

987

987.73

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Add:- contingency within 3 % (with Display Board) Rs.

1

239

239.11



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