Municipal Corporation Tender

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Municipal Corporation - GHMC Tender

Works
Civil And Construction
Pipe Line Project
Opening Date26 Oct 2024
Closing Date2 Nov 2024
Tender Amount₹ 15,89,800 
Notes
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Costs

Description

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SW;Supply and placing of impermeable plastic sheet 125 micron thickness over cement concrete mix as a separation membrane including cost and conveyance of all materials etc., for finished item of work.

600

14

8400

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SW;Mechanical trowelling, finishing with sound edges and corners,including hire and operational charges of machinery, labour, fuel etc, complete for finished item of work as directed by Engineer-in-Charge

600

41

24600

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SW;Supply and placing of the M-30 Design Mix Concrete by ready mix, mixed in a batching and mixing plant as per approved mix design, for sub base over a prepared subgrade, cement content not to be less than 350 Kg/Cum with crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1, with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, concrete strength not to be less than 10 Mpa at 7 days, including cost and conveyance of all materials like cement, sand, coarse aggregate, water, centering etc., to site, all labour charges for mixing, transported to site by transit mixer,pumping and laying concrete, centering and vibrating, curing and finishing etc. complete, including seigniorage charges and cost of steel and its fabrication charges for finished item of work, as per Technical Specification 601 MORTH etc., complete for finished item of work- For CC Roads.

90

5918

532650

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SW;Supply and placing of the M-10 Design Mix Concrete by ready mix, mixed in a batching and mixing plant as per approved mix design, for sub base over a prepared subgrade, cement content not to be less than 220Kg/Cum with crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1, with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, concrete strength not to be less than 10 Mpa at 7 days, including cost and conveyance of all materials like cement, sand, coarse aggregate, water, centering etc., to site, all labour charges for mixing, transported to site by transit mixer, pumping and laying concrete, centering and vibrating, curing and finishing etc. complete, including seigniorage charges and cost of steel and its fabrication charges for finished item of work, as per Technical Specification 601 MORTH etc., complete for finished item of work- For CC Roads.

30

5255

157660

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SW;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.

60

1901

114105

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SW;Carting the excavated earth to a lead of 10 KMS including Labour charges for loading and unloading, Transportation etc. complete as per specification

296.94

216

64255

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SW;Supply and placing of the M-20 Design Mix Concrete by ready mix, mixed in a batching and mixing plant as per approved mix design, for sub base over a prepared subgrade, cement content not to be less than 300Kg/Cum with crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1, with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, concrete strength not to be less than 10 Mpa at 7 days, including cost and conveyance of all materials like cement, sand, coarse aggregate, water, centering etc., to site, all labour charges for mixing, transported to site by transit mixer,pumping and laying concrete, centering and vibrating, curing and finishing etc. complete, including seigniorage charges and cost of steel and its fabrication charges for finished item of work, as per Technical Specification 601 MORTH etc., complete for finished item of work- For CC Roads.

30.64

5503

168622

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SW;Plain Cement concrete in (1:5:10) prop. Using 40 mm Hard Granite Machine Crushed metal including cost and conveyance of materials to site including curing, seignorage fee, Machine mixing, concrete laying tamping, vibrating, watering curing and all labour charges, hire and operational charges of machinery, water lead charges and including curing etc. complete for finished item of work

3.27

4671

15274

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SW;Filling with Excavated Earth (Ordinary Soil) including cost and conveyance of all labour charges etc., complete for finished item of work.

179.28

41

7456

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SW;Lowering the 600 mm dia NP3 RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985

40

388

15535

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SW;Supply and Delivery of 600 mm dia NP3 R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S. 458/2003 (rate per meter of effective length) including transportation & taxes.

40

3712

148490

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SW;Earth work excavation for foundations and depositing on bank for all lifts with an initial lead of 10m including all operational ,incidental, labour charges such as shoring, sheeting ,planking ,strutting etc complete for finished item. excluding dewatering charges etc. as per SS-20B (APSS 308)

194.67

293

57042

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SW;Cutting open C.C. road surface including stacking of excavated materials including hire charges of all tools and plants and all labour charges for finished item of work as directed by the Engineer - in - Charge.

102.27

2345

239823



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