Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Machinery and Tools
Eprocure
Opening Date15 Feb 2025
Closing Soon1 Mar 2025
Tender Amount₹ 2,96,894
Costs
EMD
₹ 5,938Document Cost
₹ 992Tender Fee
Refer Documents
Summary
Wbmad/ulb/km/nit-4(e) /dev/2024-2025/sl No-223
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_MAD_813612_223Tender No
WBMAD/ULB/KM/NIT-4(e) /Dev/2024-2025Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
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Documents
Supply, fittings and Fixing of Open Green Gym Equipments with paver block plat form at B-3, ESR-8, Park in Ward No-8 Under Kalyani Municipality
BOQ Items
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Triple Twister
1460mm x 1460mm x 1370mm SAFE PLAY AREA:-
1828mm x 1828mm Standing Twister equipment made up of 3inch "B" class GI pipe. Prime Stand duty Foundation center pipe The handle frame is made of 32mm OD GI pipe Round plate of dia 300mm and 10mm thickness is joined for standing and twisting. 60mm seamless pipe bushes permanent iubricated Ball bearings 6205zz/6205-2rs. Foundation plate of dia 175mm and 10mm thickness is welded at bottom All welded joint are of good quality. High tensile steel with galvanized nut & bolts to be used The Circlips to be used are of 25mm Allen Bolts are also used to tighten the closing cap Closing cap of HDPE/PPCP Plastic is used.
1
24000
24000
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Pull Chair / Shoulder Press
PRODUCT AREA:- L X W X H 1220mm X 1220mm X 1524mm SAFE PLAY AREA:-
1828mm x 1828mm Single Wheel Shoulder Builder equipment made up of 3inch "B" class GI pipe. Prime Stand duty bend Foundation center pipe. The wheel frame is made of 42mm OD GI pipe and the supporting is made of 32mm OD GI pipe 60mm seamless pipe bushes permanent iubricated Ball bearings 6205zz/6205-2rs. Foundation plate of dia 175mm and 10mm thickness is welded at bottom All welded joint are of good quality. High tensile steel with galvanized nut & bolts to be used The Circlips to be used are of 25mm Allen Bolts are also used to tighten the closing cap Closing cap of HDPE/PPCP Plastic is used. The powder coating done with Pure polyester powder with 60 to 70 micron thickness.
1
44500
44500
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Paver Block Size 35 fit x 15 fit
Paver Block Size 10.65 Mrt. x 4.5 Mrt Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately]. Note: Sub-grade CBR should not be less than 5.
(c) 50 mm thick interlocking designer concrete paver block M-35 grade for light-traffic zone,commercial & office complex, tourist resort as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular /granular sub-base course including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) (i) Grey
47.93
1254
60097.95
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Paver Block Size 35 fit x 15 fit
Paver Block Size 10.65 Mrt. x 4.5 Mrt
Providing and fixing at or near ground level precast cement concrete in kerbs (size: 450 mm x 350 mm x width 150 mm at bottom with bevelled nosing at top) of cement concreat M20 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in-Charge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete.
Ref.Page -228, Item -8 ,PWD SOR Vol-I w. e. f. 1.11.2017
31
636
19716
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GST 18 %
249113.95
-
44840.51
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CESS 1 %
293955.64
-
2939.56
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