Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Irrigation Work
Eprocure
Opening Date2 Sep 2024
Closing Date14 Sep 2024
Tender Amount₹ 4,90,524 
Notes
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Costs

Description

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BOQ Items

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Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). (a) Depth upto 1.5 m.

84

38643

460.03

... More
(b) For additional depth beyond 1.5 m. and upto 3.00 m

25.2

13185

523.2

... More
Pumping out water from ponds or tanks

352.8

4390

1244.24

... More
Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etc.

352.8

11176

3167.8

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

100

43024

430.24

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(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] (a) 1:3:6 proportion

8

50041

6255.08

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Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth

12.18

81496

6690.97

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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

5.99

41072

6856.78

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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 and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSSTEEL/SSL.

0.94

61081

64979.96

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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 sthick wooden shuttering as per decison & direction of engineer in charge

21.84

8720

399.25

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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 1:6 cement mortar (b) 20 mm thick plaster

28.8

5894

204.67

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(i) With 1:6 cement mortar (c) 15 mm thick plaster

44.45

7869

177.04

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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.

28.8

1124

39.04

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a) Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification [Cement to be supplied by the Department]

73.22

7679

104.88

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C.I. sluice valve with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting, manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete. (iii) 100 mm

1

6039

6038.85

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200 mm

1

17602

17601.69

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250 mm

3

73042

24347.28



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