Municipal Affairs Department Tender

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Municipal Affairs Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date28 Jan 2025
Closing Date21 Feb 2025
Tender Amount₹ 1,01,41,026 
Notes
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Costs

Summary

Improvement Of Kancha Road ,existing Damaged Concrete Road Including Road Side Drain And Box Culvert From Sk. Samsed Ali Khan House

Description

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BOQ Items

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Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835.

766.8

694

532189.87

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Page No.- 248 / Item No.- 4.10(i)

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Water bound macadam sub base Water bound macadam sub base consolidating Laterite Chelly of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metal etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding and barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machinery’s and compecting required dencity, as clase 404 of specification of road and bridge works. For construction of sub base by consolidating Jhama Metal (63 mm to 45mm).

575.1

2268

1304395.81

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P.W.D, Page No.- 26, Item no.- 10(i)

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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

686.48

6149

4221337.14

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P.W.D, Page No. 47, Item No. 3

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supplying and laying polythene Sheet ( 150 gm / sq.m) over damp proof couse or below flooring or roof terracing or in foundation trenches.

2548.56

24

61165.44

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Page No.- 23 / Item No.- 1(a)

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(I) Cement concrete with graded jhama khoa (30 mm size excluding shuttering) In ground floor (a) 1:3:6 proportion

35.42

4307

152569.52

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P.W.D, Page No.- 42, Item no.- 36 (f).

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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 to 30 mm thick wooden shuttering with out staging in foundation.

374

205

76670

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i) Steel suttering or 9 to 12 mm thick approved quality ply board suttering in any concrete work.

1040.4

359

373503.6

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Page No.- 43, Item no.- 40(i)(I).

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Reinforcement for reinforced concrete work in the 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 balck annealed wire at every intersection, complte as per drawing and direction Tor steel/Mild Steel II. JSW/JSPL/SHYAM/SRMB/ BMASL/ELECTROSTEEL/SSL

12.46

55282

688822.94

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Page No.- 245/ Item No.- 4.04

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Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification.

21.3

1908

40652.54

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Page No.- 1, Item No.- 2.

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Earthwork in excavation of foundation trenches or drains in all sorts soil (including mixed soil but excluding literate or sandstone) including removing spreading or stacking the spoils within a lead of 75m as directed. The item includes necessary trimming the sides of trenches, leveling, dressing, and ramming the bottom bailing out water as required complete. (a) Depth of excavation not exceeding1500 mm.

455.18

119

54289.8

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P.W.D, Page No. - 2, Item No- 4(B)

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Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)

118.57

851

100987.92

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Page No.- 1, Item no.- 3(a).

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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.

91.04

77

7058.99

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Add 18% GST (Sl No. 1 to 12)

1

1531619

1531619.95

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Add 1% Welfare Cess

1

100406

100406.2



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