Municipal Corporation Tender
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Tender Id
241632Tender No
NIT. 08/6/SE-M /LBNZ/ GHMC/J2&J3/2021-22, Date:13.05.2021Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://https://www.ghmc.gov.in/
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Documents
BOQ Items
SWD;Supply & delivery of 300mm dia SWG (I.S) 651-1992 pipe including cost and conveyance of materials, loading, unloading & stacking at site etc, complete
50
-
66500
SWD;Supply & Delivery of 900x900 mm DI Cover with frame - 150kgs including GST (as per approved quotation0
12
-
234600
SWD;Filling with Earth filling (ordinary soil) useful excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
213.52
-
11013
SWD;Providing barricading arrangements with casurina ballies as per design duly excavating pits and its removal after the function is over including hire charges of the barricading materials as per the shedule given by the department authorities complete for finished item of work 2-Tier (2 Nos horizontal -6'-0" long 1 No. vertical 4'-0" high) BLD-CSTN-17-8
100
-
16539
SWD;Supplying, fitting and placing HYSD Fe 500 Grade steel for RCC works complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, including cost of all materail like HYSD bars, binding wire, chairs, space bars and all labour charges for cutting, bending, placing position, shifting to site, tying etc.. complete where they are not welded
57300.48
-
4147982
SWD;Supply and placing of RCC 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, dewatering , curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. but excluding cost of steel and its fabrication charges for finished item of work (360 kgs) Note: 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 (RCC Grade M30 using 20 mm and 10 mm Graded Metal (Design Mix) (MORTH 12.8 G) ) (CASE II : With Batching Plant, Transit Mixer and Concrete Pump (RCC M30) (MORTH 12.8 G)) Top slab
143.09
-
1088171
SWD;Supply and placing of RCC 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, dewatering , curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. but excluding cost of steel and its fabrication charges for finished item of work (360 kgs) Note: 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 (RCC Grade M30 using 20 mm and 10 mm Graded Metal (Design Mix) (MORTH 12.8 G) ) (CASE II : With Batching Plant, Transit Mixer and Concrete Pump (RCC M30) (MORTH 12.8 G)) side wall
188.4
-
1224713
SWD;Supply and placing of RCC 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, dewatering , curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. but excluding cost of steel and its fabrication charges for finished item of work (360 kgs) Note: 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 (RCC Grade M30 using 20 mm and 10 mm Graded Metal (Design Mix) (MORTH 12.8 G) ) (CASE II : With Batching Plant, Transit Mixer and Concrete Pump (RCC M30) (MORTH 12.8 G)) Bottom slab
146.01
-
802795
SWD;Carting of excavated earth with initial lead 15.00km from site of work including loading unloading&conveynce charges etc.complete finished item of work
345.4
-
69011
SWD;Supply and placing of the Ready Mix Concrete 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 20 mm and fine aggregate of Zone-II (100% river sand) as per the Mix Design approved by the Department from standard suppliers including cost and conveyance, including levelling, grading, spreading, curing, centring, vibrating, compacting, finishing etc as required including material VAT, excise duty, pumping, transportation, approved admixture etc., complete (RMC -M10) - including dewatering-220kgs/cum Note: 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
50.24
-
231850
SWD;Filling with Crusher Stone dust finer than 3mm with not more than 10% passing 0.075 sieve, including supply and delivery of crusher stone dust finer than 3mm for filling, including cost of crusher stone dust, seinourage charges and conveyance to site, filling charges, watering, tamping and rammming and all labour charges and operational charges complete as directed by the Departmental officers.
50.24
-
53013
SWD;Excavation and removal of silt and silt mixed with sand in slurry condition from canal bed including disposing of the same in spoil bank or on the canal embankment in layers as directed etc., complete with initial lead upto 50 m and all lifts. (Removal of wet silt and sludge from sullage drains with aid of baskets and vessels.
62.8
-
32535
SWD;Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, dewatering charges, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH -
533.8
-
50540
SWD;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)
36
-
29771
SWD;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including 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 (STONE MASONRY)
405
-
186920
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