Acharya NG Ranga Agricultural University Tender
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The ANGRAU has issued a formal invitation for competitive bids for the Acharya NG Ranga Agricultural University project, for Providing Bt Road Extension And Kerb Walls (both Sides) From The Health Center Junction To Pariksha Bhavan Junction In Anu Campus in Guntur, Andhra Pradesh, with an estimated contract value of Rs. 24,30,500. The bid opening date for this tender is 26-07-2023 and the last date for bid submission is 02-08-2023. Interested bidders for Acharya NG Ranga Agricultural University tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Acharya NG Ranga Agricultural University - ANGRAU Tender
Opening Date26 Jul 2023
Closing Date2 Aug 2023
Tender Amount₹ 24,30,500
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
₹ 1,180
Description
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Contact
Tender Id
647563Bid Award Id
ViewTender No
ANU/Engg./B.T. Road/Extn./Health Centre/Pariksha Bhavan/2023-24Tender Authority
Acharya NG Ranga Agricultural University ViewPurchaser Address
-Website
http://www.nagarjunauniversity.ac.in/
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Documents
BOQ Items
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Providing and laying surface dressing in single coat using 6mm nominal size HBG chips at o.oo4Cum/Smt on a layer of bitumen binds of 80/100 grade at 0.75Kg/Smt laid on a prepared surface and rolling with 8-10 tonnes roller etc. complete for finished item
1208.4
80334
66.48
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Painting two coats with Acrylic Emulsion Paint Exteriorgrade of first quality of approved brand and colour over a primary coat (Three coats in total) including cost and conveyance of all materials to work site and all operational, incidental charges, labour charges, etc. complete for finished item of work as directed by the Engineer-in-charge for external walls as per BLD-CSTN-10-5 and Std data revised in SOR 2010-11 for External walls
368.1
91656
249
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Supply and fixing of C.C. Kerb not less than M30 strength of size 400 X 450 X 115 mm thick with bottom thickness of 115 mm upto height of 375 mm and top width of 50 mm thick chamfering with 45° at starts at 375 mm height to 450 mm height as selected by the Engineer-in-charge from approved source/ factory which is laid on existing CC Bed in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves , including making drainage opening wherever required and including cost and conveyance of all materials & labour charges including transportation from approved source, loading & unloading charges including contractor profit & overhead charges complete for finished item of work.
818
575872
704
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Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level., below foundations and floor bed (As per AP Revised Std Data Index Code BLD-CSTN-2-5)
36.81
163694
4447
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Filling with useful availabe Excavated earth (Excluding Rock) in Trenches sides of foundations and basement with intial lead in layears not exceeding 15cm thick, consoildating each deposited laye by watering and ramming including cost and conceyence 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)
110.43
22417
203
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VPCC(1:2:4) M20 grade using 20mm & 10mm HBG metal crushed stone aggregate and (coarse aggregate conforming to table 1000-1& fine aggregate conforming to table1000-2) of MoRT&H i/c cost,seignorage conveyance of all materials, taxes, all leads, lifts and lobour charges,vibrating,curing etc., complete. For finished item of work as per MoRT & H specification 1500,1600,1700 &2200 (4th Revision) and as directed by the Engineer -In - Charge.
16.42
82075
5000
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Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring , sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc. as per SS - 20 B (APSS 308) in ordinary soils up to 3m depth by manual means
352.11
84155
239
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