Zilla Parishad Tender

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Zilla Parishad Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date20 Jul 2024
Closing Date27 Jul 2024
Tender Amount₹ 3,19,905 
Notes
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Costs

Description

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BOQ Items

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[ Page-14, It No. -01]/Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

5.12

1648

322

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PAGE-34 & 35;ITEM-22(II)(a)(II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety.In ground floor (a) 1:3:6 proportion

0.63

2327

3671

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[P-26, It.-10.(i)]/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.

4.55

25939

5701.06

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[P-44, It.-40]/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 and upto roof of ground floor/upto 4 m(i) Tor steel/Mild Steel II. Other than SAIL/TATA/RINL

0.36

20354

57014.75

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[P-43, It.-36]/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) (f) 25 mm to 30 mm shuttering without staging in foundation

36.16

11860

328

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( P-15, It.-7.)/Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth

1.19

6150

5177

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( P-16, It.-16.)/125mm. thick Brick work with 1st. class bricks in cement mortar(4:1) in ground floor ( P-16, It.-16.)

17.58

11848

674

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PAGE-189;ITEM-1/ Plaster (to wall, floor, ceiling etc.) with sand and cement mortar 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] i) with (6:1) cement mortor. c) 15 mm thick plaster

78.13

11016

141

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[ Page-64, It No. -35-B (a)-i]/Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key,stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout aterials etc.

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A) Floor. With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m (b) Area of each tile above 0.09 Sq.m (ii) Other than Coloured decorative including white

6.56

5759

878

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B) wall. With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative

3.36

2822

840

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PAGE-192;ITEM-15 /Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

3.36

114

34

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PAGE-194;ITEM-1/ 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.: In Ground floor: (c) Two coats.

71.39

3498

49

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Submersible pump (Sanitary Items) with Solar PAGE-49:ITEM-1(C)/ Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore.

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i)80 mm dia boring etc. top enlargement

30

8610

287

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ii)40 mm dia boring etc.

45

6660

148

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PAGE-52:ITEM-6(i)/ Supplying high density polythene strainer of approved make with adopter conforming to I.S.12818 specifications.

4

1172

293

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PAGE-13:ITEM-19(iii)/ Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). 40 mm dia

56

11592

207

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PAGE-14:ITEM-19(iii ) Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). 80 mm dia LM

30

14340

478

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PAGE-54:ITEM-18/Supplying, fitting and fixing G.I. cap at top (i)100 mm dia

1

139

139

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PAGE-55:ITEM-24/Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete. Note: Initial 6 m. of Annular space between the housing pipe and the bore should not be shrouded with Pea size gravel to avoid contamination with surface water.

0.51

1034

2029

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PAGE-12:ITEM-19(I)/Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) (a) For Exposed Work PVC Pipes

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i)25mm dia boring etc.

2

354

177

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ii)20 mm dia

2

258

129

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PAGE-7:ITEM-8 (a)/Supplying, fitting and fixing push cock of heavy quality and of approved make and brand. (a) Cast iron (i) 15 mm

3

603

201

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PAGE-35:ITEM-2(Z)/ Compact Ball Valve with SS Handle For CPVC/ UPVC Fittings. (As per ASTM D 2467, Schedule 80) 25 mm dia.

1

293

293

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PAGE-18:ITEM-19(iii )(L)/ Reducing socket 80mm X 40mm dia

1

136

136

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PAGE-37:ITEM-6(c)/ Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer

1

5128

5128

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Supplying fitting fixing 1HP Submersible Pump with Solar Pump Controller etc. approved brand as per EIC. LM

1

35000

35000

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Solar Panel 250 Wp (250*4) approved Brand (25 Years) LM

4

28000

7000

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On-Off Auto Censer Device LM

1

2500

2500

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Cable with Others (Mcb, Jack, Lace) LM

1

2500

2500

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Supplying fitting fixing 6mm 2 Core aluminium wire for Submersible Pump RATE TAKEN FROM LM

40

2000

50

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Installation charge Solar LM

1

2000

2000

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Mounting GI Structure. LM

1

3500

3500

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Additional cost for connection & Wooden Box with Key fittings. LS

1

1500

1500

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Sypply and Installation of 7 STAGE UV PURIFIER SYSTEM (MODEL:- WAMAX,CAPACITY 300 LPH). Specification :- UV SYSTEM , [ 1. Body Type -SS Box Pipe & MS stand 29"x20'',2. Pre Filter-02 Nos 20" x 2.5 " 5 Micron PP Filter, 3. Filter - GAC -01 Nos CTO- 02 Nos, 4 nos Duel Media Filter - Sand and Active Carbon, 5.Vessel Size- 8" x 44" -01 nos,6.UV system - 300 LPH 1 pcs,UV Make- Alfa, Flow- 300 LPH) (Quatation Rate)

1

35000

35000

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Marble Display Board, Marble Name Plate with 3 Nos. Photo,Electricity Connection Charges

1

1500

1500

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Add GST @18%

1

48316

48316

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Add CESS @1%

1

3167

3167



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