Municipal Corporation Tender
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Municipal Corporation - GHMC Tender
Civil And Construction
Civil Works Others
Opening Date28 Feb 2025
Closing Date7 Mar 2025
Tender Amount₹ 80,67,054
Costs
EMD
₹ 80,671Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
578552Tender No
NIT No. 24/03/SE/KPZ/GHMC/2024-25, Dt:25.02.2025Tender 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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Retaining Wall;Supply and placing of R.C.C grade M 30 (Design Mix) using 20 mm Graded Metal (MORD &MORTH 12.8 G) using cemet content 360 kg/cum 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 54%, 10mm 18%, 6mm 18% 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, dewatering , curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. Case 1 : Using Concrete Mixer Design Mix: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used. 2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design wall portion 2nd lift
50.4
11131
561011
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Retaining Wall;Supply and placing of R.C.C grade M 30 (Design Mix) using 20 mm Graded Metal (MORD &MORTH 12.8 G) using cemet content 360 kg/cum 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 54%, 10mm 18%, 6mm 18% 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, dewatering , curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. Case 1 : Using Concrete Mixer Design Mix: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used. 2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design wall portion 1st lift
100.8
9047
911985
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Retaining Wall;Supply and placing of R.C.C grade M 30 (Design Mix) using 20 mm Graded Metal (MORD &MORTH 12.8 G) using cemet content 360 kg/cum 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 54%, 10mm 18%, 6mm 18% 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, dewatering , curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. Case 1 : Using Concrete Mixer Design Mix: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used. 2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design raft
176.4
7206
1271230
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Retaining Wall;PCC Grade M15 - Nominal mix 1:2.5:5 (Hand mixing) (MORD) including cost and conveyance of materials to site including watering curing and all labour charges complete for finished item of work
117.6
6350
746820
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Retaining Wall;Carting away surplus excavated earth from the work site with a lead of 5.0 KM's beyond the initial lead including loading, unloading and conveyance etc., complete for finished item of the work
694.7
116
80933
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Retaining Wall;Cutting sheet rock including all incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excavated material.
20.96
3119
65384
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Retaining Wall;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH Manual Means Upto 3 m depth
2095.8
332
697713
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Retaining Wall;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 By Mechanical Means Cement Concrete
45
1260
56744
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