Zilla Parishad Tender

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Zilla Parishad - ZP Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date24 Oct 2024
Closing Date30 Oct 2024
Tender Amount₹ 4,99,991 
Notes
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Costs

Summary

20-de/smp/2024-25 (2nd Call) Jaduvita Chhat At Champasari G.p.

Description

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BOQ Items

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Item No:-4::Page No-229,Item No-12:-Laying 150 mm size boulder soling including rough dressing breaking necessary hand packing and ramming down small stone pieces in the intestices including rolling and preparation the bed to proper level and camber with necessary cushioning over bed and ultimate filling of voids with sand including cost of materials but excluding the cost of stone boulder.

172.78

137

23774.53

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Item No:-5::Sl. No. 4(b) /Pg. No. 24:-(II) Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. River bazree.

29.56

3815

112787.07

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Item No:-6::Item No. 36(a)// Page No. 46:-Hire and labour charges for shuttering with centering and necessary staging up to 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved & straight including fitting, fixing and striking out after completin of works (uptp roof of Gr floor), (f) 25 mm to 30 mm shutterng without staging in foundation.

57.23

205

11732.15

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Item No:-7::Sl. No. 29// Page- 32:-125mm th. Brick work with 1st class bricks in cement mortar (1:4) In superstructure G.F.

66.34

666

44190.4

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Item No:-8::Page No-26,Item No-10.(i):-Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.Pakur variety.In Ground Floor

0.24

4497

1079.37

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Item No:-9::Page No-43,Item No-40:-Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial strengthening and removal of losse rust (if necessary), cutting to requisite length, hooking and bending to correct shape , placing in proper position and binding with 16 guage black annealed wire at every intersection, complete as per drawing and direction. a) For works in foundation, basement and upto roof of ground floor/ upto 4 m. i)Other than SAIL/TATA/RINL In Ground Floor.

0.03

58288

1553.98

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Item No:-10::Item No. 12 //Page No. 104:-M.S. works in framed gratings of window etc.made of round orsquare bars and frame work or M.S. flats (with the bars securely fixed to the flat bar frame ) with or without intermediate flat bar stiffener and fixed with necessary screws etc. complete , as directed. In ground floor.[Page 104 Item 12]

1.1

8948

9878.59

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Item No:-11::Item No. 10 //Page No. 138:-Square or hexagonal mesh netting made with 18 B.W.G. galvanised wire, fitted and fixed complete as per design (excluding the supporting framework but including local sal wood battens of size 37.5mmx25mm). In ground floor

44.79

399

17871.21

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Item No:-12::Item No. 2/A /Page No. 101:-M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.

0.95

74284

70257.81

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Item No:-13::Item No. 9/Page No. 81:-Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor)

94.01

644

60542.44

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Item No:-14::Item No.2(ii)/a/ Page No-164 :-Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and racking out joints or roughening of concrete surface, including throating nosin and drip course where necessary. (Ground Floor) ii) With cement mortar (4:1) (a) 20 mm thick plaster. (outside wall)

213.96

138

29526.48

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Item No:-15::Item No.8//Page No. 166:-Neat cement punning about 1.5mm thick in wall dado, window sills floor drain etc.

111.7

32

3648.12

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Item No:-16::Item No.1//Page No. 200:-Priming one coat on timber, plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

44.79

29

1298.91

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Item No:-17::Item No.2//Page No. 200:-Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc including using of approved putty etc on the surface of necessary Two Costs (with any shade except whites)b) on steel surface

44.79

79

3538.41

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Item No:-18::Item No.17/Page No. 197:-Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per anufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.

99.45

67

6663.15

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Item No-19::Item No-8.07/Page no-270:: 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 2.65m. 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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GST @ Rs. 18%

1

75514

75514

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Cess @ Rs.1%

1

4950

4950



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