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Special Repair Of Tootibhiti Vikramjot To Purewaldi Road, BASTI-Uttar Pradesh

Public Works Department-PWD has published Special Repair Of Tootibhiti Vikramjot To Purewaldi Road. Submission Date for this Tender is 03-11-2020. Road Repair Tenders in BASTI Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

25833628
Special Repair Of Tootibhiti Vikramjot To Purewaldi Road
Open Tender
Indian
Uttar Pradesh
BASTI
03-11-2020

Tender Details

Special Repair Of Tootibhiti Vikramjot To Purewaldi Road

Key Value

Document Fees
INR 944 /-
EMD
INR 190000.0 /-
Tender Value
INR 18.90 Lakhs /-

BOQ Items

Name of Work:- SPECIAL REPAIR OF TOOTIBHITI VIKRAMJOT TO PUREWALDI ROAD
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Providing and laying 5.00 cm avg. compacted thickness of stone aggregates of specific sizes 22.4-53 mm of water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone dust to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -3 as per technical specification clause 405 including cost of material , roller, cartage ,loading, unloading ,labour and all taxes complete or as per direction of Engineer in charge. 20 Cum
2 2 Providing and applying tack coat with bitumen using bitumen pressure distributor on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503 (including maxphalt) 7350 Sqm
3 3 Providing, laying and rolling of open-grade premix carpet of 20mm thickness composed of (Aggregate (a) Nominal stone size 13.2 mm (passing 22.4 mm sieve and retained on 11.2 mm sieve 0.18 cum. (b) Nominal stone size 11.2 mm (passing 13.2 mm sieve and retained on 5.6 mm sieve-0.09 cum) using VG-10 bituminious binder @ 1.46 kg / sqm H.P.C./I.O.C. make complying with IRC:Sp 53 to reqired line, grade and level to serve as waearing course on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat of Type C including cost of all materials., labour, T&P etc required for proper completion as per Technical Specification Clause 508 of MORD specification. (including maxphalt) 7350 Sqm
4 4 Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510. (including maxphalt) 7350 Sqm
5 5 Earth work in patries with ordinary soil (loam,clay and sand) excavation to be in the form of regular pits not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers including the ramming and dressing the surface to required levels, slopes and also including 1.5 m lift and 30 m lead the earth form cutting to be used in making embankment or to be deposited as spoil bank within 30 m distance as directed by the Engineer-In-Charge without royalty as per As per (S.I. No. 253) 650 Sqm
6 6 G.S.T. @ 12% of executed work as applicable on sanction G.O. Term. 1 Cum
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