Municipal Corporation Tender
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Municipal Corporation - GHMC Tender
Civil And Construction
Road Construction
Opening Date9 Jan 2025
Closing Date23 Jan 2025
Tender Amount₹ 46,52,933
Costs
EMD
₹ 46,529Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
567310Tender No
NIT No. 21/02/SE/KPZ/GHMC/2024-25, Dt:08.01.2025Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://https://www.ghmc.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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CC road;Manufacture as per BIS:12592 (Part 1&2) Supply &Delivery of manhole covers and frames with ISImarking anywhere in T.G., F.O.R. destinationincluding, loading, un-loading & stacking at sitebut excluding all taxes, as applicable.I.S.I Mark H.D.-35 with 560mm diaclear opening
10
2911
29110
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CC road;Manhole repair and raising upto a depth of 0.10mt height over existing 0.90 circular sewer man hole with cement bricks in cm 1:3 prop including internal plastreng 20 mm thick cm 1:3 and external plasterng 12mm thick cm 1:3 with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame . including the cost and conveyance of all materials at site complete and curing for 21 days complete all taxes as per specification etc complete. and excluding Seigniorage charges
108
679
73351
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CC road;Supply of bituminous hot sealing compound (Grade 'A' ISI) /polysulphide and sealing the joints including cost and conveyance of all materials etc. for contraction joints at 4.5 m interval/ for longitudinal/ transverse joints as per MORTH specification No. 602 - 1 Rmt
80
43
3490
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CC road;Supply of 25mm thick high performance premoulded expansion joint filler board (SILFLEX CAPCELL HD-100 or equivalent make), placing the same 25 mm below top of pavement slab, sealing with bituminous hot sealing compound (Grade 'A' ISI)/polysulphide at 50 m interval in CC pavement including cost and conveyance of all materials for expansion joints conforming to MORTH specification No. 602 - 1 Rmt of joint length for 150 mm thick slab
51.5
236
12185
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CC road;Supply and placing of Ready Mix Concrete M 30 as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete.(RMC-M30-350 Kgs/cum) Note: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used.
358.13
5711
2045510
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CC road;Supply and placing of Ready Mix Concrete M 10 as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete.(RMC-M10-220 Kgs) Note: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used.
183.86
4950
910287
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CC road;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.
367.73
2335
858830
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CC road;Collection and supply and spreading of gravel including watering and rolling with Hand roller irresppective of thickness to achive the desired dencity as per Technical specification and excluding Seigniorage charges
249.6
506
126420
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CC road;Earth work excavation and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308). Earth work excavation Ordinary Soil-Manual Means-Upto 3 m depth
245.15
332
81613
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CC road;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH Cement Concrete M15 & M20
218.4
1017
222189
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