ST And SC Development Minorities And Backward Classes Welfare Department Tender
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ST And SC Development Minorities And Backward Classes Welfare Department Tender
Civil And Construction
Eprocure
Opening Date28 Aug 2024
Closing Date18 Sep 2024
Tender Amount₹ 4,20,644
Costs
EMD
₹ 4,300Document Cost
₹ 2,000Tender Fee
Refer Documents
Summary
Rcc Culvert At Chidupalli To Mansa Colony In Tumusapally Gp
Description
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Contact
Tender Id
2024_STSCD_104477_25Bid Award Id
ViewTender No
ITDAMKG-01/2024-25Tender Authority
ST And SC Development Minorities And Backward Classes Welfare Department ViewPurchaser Address
-Website
http://http://www.stscodisha.gov.in/
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BOQ Items
R.C.C. work of M-20 grade having a minimum compressive strength (in work test) of 200 Kg/cm.sq in 15 cm. Cubes at 28 days with IS 456 and 516 using 12 mm to 20 mm size down graded (20mm Not to exceed 25 %) hard black crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying and compaction with mechanical vibrators, watering and curing for 4 weeks, (Including centering, shuttering) and finishing the exposed surfaces smooth with cost, conveyance, royalties and taxes of all materials and labour with T&P, with all lead lift and delifts required for the work etc. complete in all respect with proper specification for all structural components as mentioned below and as directed by the Engineer-in-charge.
a) Slab
5.46
77976
14281.34
Supplying, fitting, and placing uncoated HYSD bar reinforcement as per drawing & Labour for Straightening, cutting, bending Binding, Cranking, Hooking and jointing (if required) HYSD rod (SAIL)and tying the grills, hoisting and placing in proper position as required for R.C.C. works including cost, conveyance and all taxes of HYSD steel rods and binding wires of 18 to 20 gauge with cost of labour and T & P required for the work etc. with all lead lift and delift complete in all respect to the specification and as directed by the Engineer-in-charge
5.02
45690
9101.64
Earth work excavaton in foundation is stony earth or gravels mixed with stone boulders not exceeding 0.014 cum in volume with all lead and lift including rough dressing and breaking clods to maximum 5 cm to 7 cm & leveling the bed & depositing the excavated materials away from the work site & as per specification approved by the department & as per direction of the Engineer-in-Charge
82.33
18503
224.75
Sign Board
1
5000
5000
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