Zilla Parishad Tender

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Zilla Parishad - ZP Tender

Works
Civil And Construction
Excavation
Eprocure
Opening Date31 Jan 2025
Closing Soon7 Feb 2025
Tender Amount₹ 99,686 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.

8.1

119

966.09

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(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity).

1.35

711

960.94

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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

9

357

3213

... More
Ordinary Cement Concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and re-inforcement. If any, in ground flooras per relevant IS codes.

1.35

5423

7321.56

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

5.82

5214

30329.84

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125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.

1.58

722

1140.76

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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 required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.

5.94

334

1983.96

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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 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 upto roof of ground floor/upto 4 m. II) Other than

0.05

55629

2971.92

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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. (Rate anl. attached.)

1.13

5974

6721.09

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Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (iii) 25 mm. thick.

9

160

1440

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Plaster (to wall, floor, ceiling etc.) with sand and cement mortarincluding rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course,scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]. (i) With 1:6 cement mortar. (b) 20 mm thick plaster.

14.58

160

2332.8

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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.

14.58

34

495.72

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(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (ii) Grill weighing above 16 Kg./sq.mtr and above

60

70

4227.6

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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 a) For roof truss works a) Span up to 12 Mtr.

0.04

72316

2546.97

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(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

3.6

29

104.4

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(A) 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, if necessary : (b) On steel or other metal surface : (iv) Two coats (with any shade except white)

3.6

79

284.4

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Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

14.4

49

705.6

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Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A) (i) Single Socketed 3 Meter Length (c) 160 mm

6

546

3276

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Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (B) Fittings xi) Door Bend (T.S.) (c) 160 mm

3

369

1107

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Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (B) Fittings xv) Vent Cowl (c) 160 mm

1

57

57

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Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in alls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer- in-charge. (Payment will be made on centre line measurement of the total pipeline including specials. (B) Under ground (iii) 160 mm dia.

6

93

558

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Supplying, fitting and fixing in position C.I. manhole/ pit cover with rim. (a) Round (i) 450 mm X 100 mm X 21 kg (approx.)

2

1696

3392

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Stone Boulder 150 mm of N. Bengal variety

0.21

954

200.34

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Trap stone Panchami Variety (a) Boulder (b) 40 mm. Size

0.21

1357

284.97

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1)Display/Information board of permanent in nature, as per decision & direction of Engineer-In-Charge.

1

2000

2000

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Taking photographs 1) Before starting of works, 2) During execution of works, 3) After complition of works, (Both Hard & Soft Copy).

1

500

500

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TOTAL WITHOUT GST AND LABOUR CESS

1

1

83643.24

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Including GST @ 18%

18

83643

15055.78

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Including Cess @ 1%

1

98699

986.99



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