District Magistrate Tender
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District Magistrate Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Jan 2025
Closing Soon5 Feb 2025
Tender Amount₹ 33,78,503
Costs
EMD
₹ 67,570Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_DMM_804106_4Tender No
11/SECY/MZRMC/2024-25Tender Authority
District Magistrate ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
... More
250.00 x 3.65 =912.50 m2
912.5
24
21900
... More
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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-
-
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200x 3.65 x0.2= 182.50 m3
182.5
6135
1119765.25
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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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-
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0.5% x 250 x7850 = 9.81 MT
9.81
53180
521828.75
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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 250.00 x0.20 + (250/5 +1) x 5.00 X 0.2 = 151.00 m2
151
214
32314
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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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-
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51 x 5.00 = 255.00 M
255
20
5100
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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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( 200.00 x 5.00 x0.30 + 2 x 200.00m x 1.20 m x 0.75) = 825.00 m3
825
280
231330
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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
184.88
119
22050.64
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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.
255.74
322
82348.28
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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.
255
24
6120
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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
25.5
4339
110644.5
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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.
30
328
9840
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Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
41.25
4919
202908.75
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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]
14.25
6109
87053.25
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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.
0.62
58260
36121.2
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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)
450
153
68850
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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
67.5
303
20452.5
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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
450
33
14850
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a) Add : CGST @ 9%
1
255131
255131.09
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b) Add : SGST @ 9%
1
255131
255131.09
... More
Labour Welfare Cess @1%
1
33674
33674.22
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