Zilla Parishad Tender

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Zilla Parishad Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date28 Nov 2024
Closing Date6 Dec 2024
Tender Amount₹ 2,07,658 
Notes
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Costs

Summary

New Construction Of Concrete Drain With Cover From Mati Masjid To Khal Par ( Id 89245424)

Description

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Documents
195/(6)/belegp(15thCFCG)/24-25
New construction of concrete drain with cover from Mati Masjid to Khal Par ( ID 89245424)
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BOQ Items

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DO_NOT_SHOW

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250mm th Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth

13.13

5367

70451.06

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15 mm Plaster to wall with sand and cement morter (1:4) including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating, nosing and drip course complete.

84

163

13712.16

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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. (i) Pakur Variety

4.6

6121

28154.2

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Reinforcement for reinforced concrete work in all sorts of structures including istribution bars, stirrups, binders etc 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.

433.23

54

23620.69

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Net cement punning about 1.5mm th.in wall dado.

84

32

2751.84

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Earth work in back filling (1/5 of excavated earth)

5.83

77

451.86

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PCC WORK TESTING Determination of Aggregate Impact Value as per IS: 2386 (Part – IV)

1

690

690

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

1

460

460

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Compressive Strength Test of Concrete Specimen as per IS: 516

1

280

280

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Compressive Strength Test of Concrete Specimen as per IS: 516

1

280

280

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Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37mm. 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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Add GST @18.00% ( SGST 9.00% + CGST 9.00% )

1

31052

31052.52

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Add Labour welfare cess @1.00%

1

2035

2035.67

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Add Contingency 1%

1

2056

2056.02



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