Municipal Affairs Department Tender
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The MAD has issued a formal invitation for competitive bids for the Municipal Affairs Department project, for Wbmad/ulb/hm/5531/nit-1829 Dt-11.12.2024 in East Midnapore, West Bengal, with an estimated contract value of Rs. 9,63,890. The bid opening date for this tender is 16-12-2024 and the last date for bid submission is 03-01-2025. Interested bidders for Municipal Affairs Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Municipal Affairs Department - MAD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date16 Dec 2024
Closing Date3 Jan 2025
Tender Amount₹ 9,63,890.53
Costs
EMD
₹ 19,280Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbmad/ulb/hm/5531/nit-1829 Dt-11.12.2024
Description
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Contact
Tender Id
2024_MAD_784822_1Bid Award Id
ViewTender No
WBMAD/ULB/HM/5531/NIT-1829Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
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Documents
BOQ Items
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc 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 intersection, complete as per drawing and direction.
(a) For works in foundation and upto roof of ground floor/upto 4 m
(i) Tor steel/Mild Steel
Shyam/SRMB
1.32
55087
72716.12
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M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968&IS: 1161-1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabricationwithnecessarymetalarcweldingconformingtoIS:816 1969&IS: 9595 using electrodes of approvedmake and brand conforming to IS:814-2004, haulage, hoisting and erection all complete. Therateincludes thecostof rolledsteel section, consumablessuch aselectrodes,gasandhirechargeofalltoolsandplantsandlabour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment tobemadeonthebasisofcalculatedweightof structural tubularmemebrsas specified inrelevent IScode in finishedwork. Payment forgusset,bracket,cleatmaybemadebyaddingtheactual weightofsuchitemswithweightof finishedstructuralmembers.The ratesareconsideredforaheightof erection8m. /2ndfloor level fromtheground.Add1.5%extraover therateforeachadditional floor or 4m. beyond the initial 8 m. or part thereof.
i) For trusses spanning up to 12.00 m
0.37
72951
26700.07
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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 (c)Steelshutteringor9to12mmthickapprovedqualityplyboardshuttering in any concrete work
77
359
27643
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Supplyingand laying true to lineand level vitrified tilesof approvedbrand(sizenot less than 600mmX600mmX10 mmthick) in floor, skirtingetc. set in20mmsandcement mortar (1:4)and2mmthickcement slurrybacksideof tiles usingcement@2.91Kg./sqMorusingpolymerisedadhesive (6mmthicklayerapplieddirectlyoverfinishedartificialstone floor/Mosaic etc without any backing course) laid after application slurryusing1.75Kgof cement per sqMbelow mortar only, joints groutedwithadmixtureofwhite cement andcolouringpigment tomatchwithcolourof tiles / epoxy groutmaterialsofapprovedmakeasdirectedandremovalof wax coating of top surface of tiles withwarmwater and polishingthetilesusingsoftanddryclothuptomirror finish completeincludingthecostofmaterials, labourandallother incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement,syntheticadhesiveandgroutmaterial tobesupplied by the contrr]e) I (I) Withapplicationslurry@1.75kg/ Sq.m, 20mmsand cementmortar(1:4)&2mmthickcement slurryatbackside of tiles, 0.2 kg/ Sq.mwhite cement for joint filling with pigment. (B) Light Colour
74
1259
93179.32
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M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.
i) For roof truss works a) Span up to 12 Mtr
0.74
72316
53730.79
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Supplying, fitting&fixing circular corrugatedAluminium sheet (excluding the supporting framework) of approved make&brand inalloy3105conforming to IS: 1254-1991 fittedand fixedwith55mm&25mmSelf tappingscrew, EPDMWasher16mmdia&3mmthwasheretccomplete with 150 mm. end lap and one corrugation minimum side lap. (Payment tobemadeonareaof finishedwork) (Aluminium sheet to be supplied by contractor). (i) In Roof:- b) With 0.71 mm thick sheet
102.5
823
84357.5
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GST Item (Effect from 01.11.2017) 18 % GST on Estimated Cost of Sl. No.-1 to 16.
1
145578
145578.4
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(A) Filling in foundation or plinth by silver 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)
13.5
543
7337.39
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(A) Paintingwithbest qualitysyntheticenamel paint of approvedmake andbrandincludingsmootheningsurfacebysandpaperingetc. including using of approved putty etc. on the surface, if necessary :
(b) On steel or other metal surface : With super gloss (hi-gloss) One Coat (White in Shed)
79
49
3871
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Providingandfixing exteriorqualityAluminiumCompositePanel(ACP) wallcladdingonexistingAl./MSframeworkwithGIbrackets,ACPfixed ontheexistingframeworkbyfoldingtheedgesofACPpanel(Engraving therearsurfaceofACPsheet)withCPangles,cleatsandstrainlessSteel screwsforminggrovesattheperipheryofACPpanel.Suchgroovesfilled with foamand silicon sealant etc. complete with all materials (but including thecost of siliconsealant), labour, scaffoldingandall other incidental charges complete in all respect as per specification and directionofEngineer-in-charge. (Modeofpayment isonfinishedsurface area of ACP)
(a) 3mm thick (0.25mm Al.+2.5mm LDPE +0.25mm Al. PVDF coating)
102.5
1991
204077.5
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Labour Welfare Cess Item(Effect from 01.11.2017 1 % Labour Welfare Cess on Estimated Cost of Sl. No.-1 to 17.
1
9543
9543.47
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Ordinary Cement concrete (mix 1:2:4) 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
9
5124
46118.34
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1 (a)Primingonecoat onsteel orothermetal surfacewithsyntheticoil boundprimerofapprovedqualityincludingsmootheningsurfacesbysand papering etc.
79
29
2291
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Earthwork infillinginfoundationtrenchesorplinth with good earth, in layers not exceeding 150mm. includingwateringand rammingetc. layer by layer complete. (Payment to be made on the basis ofmeasurement of finished quantity of work) (a) With earth obtained from excavation of foundation.
15.5
77
1201.87
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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
foundation
11
5623
61861.14
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