District Magistrate Tender

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District Magistrate Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date21 Jan 2025
Closing Date5 Feb 2025
Tender Amount₹ 43,49,300 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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View all details for FREE
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350.00 x 5.00 =1750.00 m2

1750

24

42000

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item P-25, Item- 6(i) (3rd corrigenda p-11,sl-29) Building Schedule 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, (i) Pakur Variety

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350x 5.00 x0.2= 350 m3

350

6135

2147495

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Page No.- 43, Sl No. – 40 II Building Schedule. Reinforcement 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 60 gauge black annealed wire at very intersection, complete as per drawing and direction. For works in foundation basement and up to roof of ground floor/up to 4 m. (i) Tor steel/Mild steel

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0.45% x 350 x7850 = 12.36 MT

12.36

53180

657506.88

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Page No.- 42, Sl No. – 36(a) Building Schedule. 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

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2 x 350.00 x0.20 + (350/5 +1) x 5.00 X 0.2 = 211.00 m2

211

214

45154

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Page-314 SL No- 14.13(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight

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69 x 5.00 = 345.00 M

345

20

6900

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Page-237, Item-3.14 & 3.15 Road Schedule Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement)

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350.00m x 1.20 m x 0.75 = 315.50 m3

315

280

88326

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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soilbut excluding laterite or sandstone) including removing, spreading or stacking the spoils within removing, 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. Transport: (a) Depth of excavation not exceeding 1,500

141.74

119

16905.09

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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.

196.24

322

63188.64

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

195.5

24

4692

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

19.55

4339

84827.45

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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.

23

328

7544

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

31.63

4919

155563.38

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(P-26 / It no -10 (a) (3 rd corrigenda) Ordinary Cement Concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) exc. Shuttering & reinforcement if any ,in ground floor as per relevant IS code. (A) [Pakur Variety]

10.93

6109

66740.83

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Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. Tor Steel rods(JSW/JSPL/SHYAM/BMASL/ELEROSTEEL/SSL), conforms to IS: 1786), 0.40% steel of total Concrete Vol.

0.49

58260

28547.4

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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], (2) With 1:4 Cement morter, (a) 15 mm thick plaster ( External)

345

153

52785

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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 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 Using grey cement : (iii) 35 mm. thick

51.75

303

15680.25

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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. NOTE:Cement 0.152 cu.m per100 sq.m. For Drain

345

33

11385

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a) Add : CGST @ 9%

1

328441

328441.86

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b) Add : SGST @ 9%

1

328441

328441.86

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Labour Welfare Cess @1%

1

43062

43062.38



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