Zilla Parishad Tender

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Zilla Parishad - ZP Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date17 Feb 2025
Closing Soon24 Feb 2025
Tender Amount₹ 2,57,836 
Notes
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BOQ Items

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(Item No.- 1; PageNo.- 33 of PWD Bldg. Schedule) Single brick flat soling of picked jhama bricks including ramming and dressing bed to Proper level and filling joints with local sand

38.52

323

12440.35

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PWD(WB) 2017, 3rd CORRIGENDA of BUILDING WORKS, Page-18, Sl-45 Cement Concrete with graded stone (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion

5.14

3393

17436.63

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PWD(WB) 2017, 3rd CORRIGENDA of BUILDING WORKS, Page-13, Sl-33 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. In Ground Floor :

5.67

4745

26918.39

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(Item No.- 40(i), Page No.-44 of PWD Bldg. Schedule)(10th corrigenda) Reinforcement for Reinforced Concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. Including supplies 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 upto roof of ground floor/upto 4 m. (i) Tor Steel/Mild Steel Steel @ 1.00 % on volume of M20 Concrete

0.35

66502

23275.7

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(Item No.- 12 (a),(b); Page No.- 27 of PWD Bldg. Schedule) Hire and labour for shuttering with centering and necessary staging upto 4 m using approved stout and thick hard wood planks ……………. Fitting, fixing & striking out after completion of works (upto roof of groung floor) (a) 25 mm to 30 mm th. Wooden shuttering as per decision & direction of Engineer-in-Charge.

20

328

6560

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(b) With out staging in foundation and plinth.

25

205

5125

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(Item No.- 16; Page No.- 16 of PWD Bldg. Schedule) (3rd Corigenda) 125 mm th. brick work with 1st class bricks in cement mortar (1:4) in ground floor. In Ground Floor :

17.55

674

11828.7

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(Item No.- 6 ; Page No.- 48 of PWD Bldg. Schedule) 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) includingn smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and applicationn 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. (i) 20 mm. thick Sq. M In Ground Floor :

24.44

235

5743.4

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(Item No.- 2(ii)(b & C); Page No.- 189 of PWD Bldg. Schedule) Plaster (to wall, floor, celling etc.) with sand and cement morter including 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] In Ground Floor : (ii) With 1:4 cement morter c) 10 mm thick plaster

80

126

10080

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(Item No.- 2(ii); Page No.- 73 of PWD Bldg. Schedule) Neat cement punning about 1.50 mm. th. in wall, dado, window, sills, floor, drain etc.NOTE : Cement 0.152 cu. M. per 100 sq. m. In Ground Floor :

20

34

680

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(Item no-16, Page no -172 of PWD schedule ) Applying decoretive cement based paint of approved quality after preparing the surface including scraping the same throughly (plastered or concrete surface) as per manufacturer's specification. (iii) Two coats

80

49

3920

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PWD Building Schedule Page- 138 Item- 10a 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 siz 37.5mmx25mm). In ground floor. (b) 25mm mesh

29.7

375

11137.5

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PWD Building Schedule Page- 104 Item- 13 a i (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. (b) Extra for work in grill gate. (I) For hanging and locking arrangements including supply of materials and labour complete. (15% extra over the corresponding item of grill ) (iii) Two coats

0.95

11524

10890.32

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Item no-2(A), Page no -101 of PWD Bldg. schedule )( 3rd Corriganda ) 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. b) Span beyond 12 Mtr and up to 20.00 Mtr I) For structural members of specified sections weighing less than 22.5 Kg./m

0.35

77423

27098.05

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Item No.- 09 ; Page No.-81 of PWD Bldg. Schedule 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) i) In roof (with 0.60 mm thick sheet)

45.54

619

28189.26

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Item No.- 10 ; Page No.-81 of PWD Bldg. Schedule Galvanised iron sheet ridging fitted and fixed with necessary bolt screws washers ec complete(225 mm end laping) a) 300 mm lapping each way a)with 0.60 mm sheet

6.9

366

2525.4

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PART - B (BIO COMPOST PIT) (Item No.- 2(a); Page No.- 1 of PWD Bldg. Schedule) Earth work in excavation in foundation trenches in all sorts of soil (including mixed soil but excluding late rite and sand stone) including removing spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1500 mm.

0.25

119

29.46

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(Item No.- 3; Page No.- 3 of PWD Bldg. Schedule) Earth work in filling in foundation trenches or plinth with earth. in layer not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (payment to be on basis of measurement of finished quantity of work.) (a) with earth obtainedfrom excavation of foundation

0.05

77

3.88

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(Item No.- 3; PageNo.- 47of PWD Bldg. Schedule) Supplying & Laying Polytheneshet(150gm/sqm)over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

2.47

24

59.28

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PWD(WB) 2017, 3rd CORRIGENDA of BUILDING WORKS, Page-18, Sl-45 Cement Concrete with graded stone (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion

0.25

3393

838.07

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(Item No.- 16; Page No.- 16 of PWD Bldg. Schedule) (3rd Corigenda) 125 mm th. brick work with 1st class bricks in cement mortar (1:4) in ground floor. In Ground Floor :

2.88

674

1941.12

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(Item No.- 2(ii)(b & C); Page No.- 189 of PWD Bldg. Schedule) Plaster (to wall, floor, celling etc.) with sand and cement morter including 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] In Ground Floor : (ii) With 1:4 cement morter c) 10 mm thick plaster

10

126

1260

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(Item No.- 2(ii); Page No.- 73 of PWD Bldg. Schedule) Neat cement punning about 1.50 mm. th. in wall, dado, window, sills, floor, drain etc.NOTE : Cement 0.152 cu. M. per 100 sq. m. In Ground Floor :

10

34

340

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P.W.D (Roads)2018/270/08.07 Providing and fitting Concrete Sign Board as per IRC specification of size 900x750x37 mm thick made with RCC 1:1.5:3 with N.B. variety stone chips reinforced with duble layer IRC febric (75x75 mm mesh) and fixed with necessary nuts & bolts on two RC precast posts 100mm x150 mm of height 2.65 m of which top 750 mm is of 100 x13 mm and 1.90 m above GL & 0.75 m below GL including digging hole, repacking the same with cement concrete 1:3:6 with local stone chips etc. complete including painting two coats on noth faces lettering sign marks etc. as per direction of Engineer-in charge.

1

2230

2230

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Add:- GST @ 18%

1

38941

38941.49

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Add:- Labour Welfare Cess @ 1%

1

2552

2552.83



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