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Laying Of Cc Road From H.No. 8-1-282 To H.No. 8-1-283/2 Kumarwadi, Shaikpet, Cir-18 (Kz) Ghmc (Item No.1), HYDERABAD-Telangana

Greater Hyderabad Municipal Corporation-GHMC has published Laying Of Cc Road From H.No. 8-1-282 To H.No. 8-1-283/2 Kumarwadi, Shaikpet, Cir-18 (Kz) Ghmc (Item No.1). Submission Date for this Tender is 27-01-2021. Road Work Tenders in HYDERABAD Telangana. Bidders can get complete Tender details and download the document.




Tender Notice

26693029
Laying Of Cc Road From H.No. 8-1-282 To H.No. 8-1-283/2 Kumarwadi, Shaikpet, Cir-18 (Kz) Ghmc (Item No.1)
Open Tender
Indian
Telangana
HYDERABAD
27-01-2021

Tender Details

Laying Of Cc Road From H.No. 8-1-282 To H.No. 8-1-283/2 Kumarwadi, Shaikpet, Cir-18 (Kz) Ghmc (Item No.1)

Key Value

Document Fees
Refer document
EMD
INR 16777.0 /-
Tender Value
INR 16.77 Lakhs /-

BOQ Items

S.No Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)
1 cc - 222.00 1 cum 231.10 51304.20
Carting of Excavated material to a lead of 15 kms including loading and unloading all transportation charges etc complete
2 cc - 1110.00 1 Sqm 75.00 83250.00
Vacuum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8, atmospheres as per the standard procedure, floating with power floater,mechanical trawelling,finishing with sound edges and camers including hire and operational charges of machinery, labour, fuel etc, complete for finished item of work as directed by Engineer-in-charge of the work ( As per Quatation).
3 cc - 166.50 1 cum 5507.05 916923.83
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 400Kg/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.
4 cc - 55.50 1 cum 4607.05 255691.28
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 400Kg/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.
5 cc - 166.50 1 cum 1923.25 320221.12
Providing laying spreading and compacting graded stone aggregate to wet mix meacadam specification including premixing the materials with water out OMC with machanical 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 100 KN/ vibratory roller 80-100 weight to achieve the desired density including lighting barricading etc complete
6 cc - 222.00 1 cum 226.80 50349.60
Earth work excavation and depositing on bank with an initial lead of 10mt and lift of 2.0mt along the road as directed by Engineer in charge with all leads & lifts in all soils like B.C. soils, red earth and ordinary gravel etc., complete as per specifications
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