Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date11 Jun 2024
Closing DateCancelled
Tender Amount₹ 97,03,704 
Notes
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BOQ Items

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Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) : With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth.

111.44

55726

50005.54

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Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of fine sand. : Do - by fine sand

330.06

374417

113439.1

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Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

479.2

186754

389.72

... More
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

924.71

26447

28.6

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Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor : 1:3:6 proportion : In Ground floor

81.33

466173

5731.87

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Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] : M 25 Grade : Pakur Variety : GROUND FLOOR

381.78

2769230

7253.47

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Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor) : 25mm. to 30mm. shuttering without staging in foundation etc.

73.06

17850

244.32

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Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work : Ground Floor

1957.33

851458

435.01

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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply 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 inter-section, complete as per drawing and direction. : For works in foundation, basement and upto roof of ground floor/upto 4 : Tor steel/Mild Steel I.SAIL/TATA /RINL : For works in foundation, basement and upto roof of ground floor / upto 4m.

58.4

3819486

65402.15

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1st FLOOR

0.31

20434

65914.62

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

59.03

345194

5847.77

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In superstructure, ground floor

74.96

458182

6112.35

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Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS 6313 (part -II) 1981. ( Mode of measurment will be per Sq.m of plan area of plinth treated.)

470.85

61728

131.1

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Treatment to the back filling of R.C.C. foundation with chemical emulsion by admixing chloropy-refos emulsifiable concrete (1% concentration) with water by weight at the rate of 7.5 ltr. per sq.m. of the vertical surface of the substructure of each side of the foundation. The work shall be carried out as per specification as described in para 6.3.1 of code IS-6313 (part-II) 1981 (Mode of measurement will be per sq.m. of vertical area of foundation treated).

347.33

56712

163.28



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