Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date4 Dec 2024
Closing Date21 Dec 2024
Tender Amount₹ 9,00,714
Costs
EMD
₹ 18,014Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MAD_778241_1Bid Award Id
ViewTender No
WBMAD/e-Tender/03 of EE/MED/JAL/2024-25Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
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Documents
BOQ Items
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm)
26.25
3421
89826.71
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)
26.25
3445
90439.91
... More
Manufacturing, laying of cement concrete blocks of size 0.450 m x 0.300 m x 0.15 m of Cement Concrete (C.C.) M30 grade and spreading 25 mm thick sand underneath and filling joints with sand on existing W.B.M. base as per Technical Specification Clause 1503 for Rural Roads of MORD.
350
932
326200
... More
OrdinaryCement concrete (mix 1:2:4) with graded stone chips (20mm nominal size)excludingshutteringandreinforcement,ifany, ingroundfloor as per relevant IS codes (b) River bazree
11.25
3260
36685.46
... More
Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks ofa pproved 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)
(f) 25 mm to 30 mm shuttering without staging in foundation
147
205
30135
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Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks ofa pproved 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)25mmto30mmthickwoodenshutteringasperdecision&directionof Engineer-In-Charge.
14
328
4592
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Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement)
12
349
4194.6
... More
Earthwork inexcavationof foundation trenches or drains, inall sorts of soil (includingmixed soil but excluding lateriteor sandstone) including removing, spreading or stacking the spoils within a lead of 75m. as directed.Theitemincludesnecessarytrimmingthe sidesof trenches, levelling,dressingandrammingthe bottom, bailing out water as required complete.
a) Depth of excavation not exceeding 1,500 mm.
24.3
119
2898.26
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Labour for laying 150 mm to 200 mm boulder soling including rough dressing.
18
50
900
... More
Supplying and stacking boulder ( 225mm) at site
3.6
1006
3625.02
... More
Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety In ground floor (a) 1:3:6 proportion
1.35
3260
4402.26
... More
OrdinaryCement concrete (mix1:1.5:3) withgraded stonechips (20mm nominal size)excludingshutteringandreinforcement ifany, in ground floor as per relevant IS codes.
(i) Pakur Variety
8.15
5972
48674
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removalof looserust (ifnecessary), cutting to requisite length ,hooking and bending tocorrect shape, placing inproperpositionandbindingwith16 gaugeblackannealedwireat every intersection, completeasperdrawing and direction.
(a) For works in foundation and upto roof of ground floor/upto 4 m
0.77
58716
45211.62
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Earthwork in filling in foundation trenches or plinth with good earth, in layers not exceeding 150mm. includingwateringand rammingetc. 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.
4.86
77
376.84
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(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railingetc. Fitted and fixed with necessary screws and lugs in ground floor.
(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
4.86
77
376.84
... More
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
10
115
1150
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Gst on item no. 1 to 19
1
136036
136036.61
... More
Cess on item no. 1 to 20
1
8917
8917.96
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