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Annual Repair And Maintenance Of On Chailla Neripul Yashwant Nagar Kumarhatti Road Km. 45/0 To 62/0 (Sh Providing And Laying 12Mm Thick Mastic Asphalt Wearing Coarse And Fixing Of Expansion Joint In Bridge At Rd 57/675)., rajgarh-Himachal Pradesh

Public Works Department-PWD has published Annual Repair And Maintenance Of On Chailla Neripul Yashwant Nagar Kumarhatti Road Km. 45/0 To 62/0 (Sh Providing And Laying 12Mm Thick Mastic Asphalt Wearing Coarse And Fixing Of Expansion Joint In Bridge At Rd 57/675).. Submission Date for this Tender is 07-10-2022. Road Work Tenders in rajgarh Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

34208073
Annual Repair And Maintenance Of On Chailla Neripul Yashwant Nagar Kumarhatti Road Km. 45/0 To 62/0 (Sh Providing And Laying 12Mm Thick Mastic Asphalt Wearing Coarse And Fixing Of Expansion Joint In Bridge At Rd 57/675).
Open Tender
Indian
Himachal Pradesh
rajgarh
07-10-2022

Tender Details

annual repair and maintenance of On Chailla Neripul Yashwant Nagar Kumarhatti Road Km. 45/0 To 62/0 (Sh Providing And Laying 12Mm Thick Mastic Asphalt Wearing Coarse And Fixing Of Expansion Joint In Bridge At Rd 57/675).

Key Value

Document Fees
INR 350 /-
EMD
INR 15500.0 /-
Tender Value
INR 7.67 Lakhs /-

BOQ Items

Name of Work:-A/R & M/O on Chailla Neripul Yashwant Nagar Kumarhatti road Km. 45/0 to 62/0 (SH:-Providing and laying 12mm thick Mastic asphalt wearing coarse and fixing of Expansion joint in Bridge at RD 57/675).
Sl. No. Item Description
1Dismentling of cement concerete pavement as per technical specification Clause 202. Dismentling of cement concrete pavements by mechnical means using pneumatic tools breaking to pieces not exceeding 0.02 cubic Metre in volume and stock piling at designated locations and disposal of dismentled up to a lead of 1000 Metre stacking serviceable and unserviceable materials separately all labour equipments and materials to various locations through all modes of transportationsin all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.
2Providing and laying12mm (Tweleve) milimetre thick mastic asphalt wearing coarse with paving grade bitumen meeting the requirements given in table500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providng antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2mm nominal size at the rate of 0.005 cubic metre per 10 (Ten) square metre and at an apporaximatespacing of 10 (Ten) centimetre center to centre in both directions, pressed in to surface when the temperature of surfaces is not less than 1000C protruding 1mm to 4mm over mastic surface, all complete as per clause 515in all leads and lifts to the entire satisfaction as per direction of Engineer-in-Charge.
3Providing and layingof a strip seal expansion joint catering to maximum horizontal movement up to70mm (Seventy ) milimetres complete as per approved drawing and standard specifications to be installed by the manufacturer/ supplier of other authorised representative ensuring compliance to the manufactourer"s instructions for installation i/c carriage of all labour equipments and materials to various locations through all modes of transportationsin all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.
4Providing and laying mechanically mix and vibrated cement concrete 1:1.5:3 (One Cement : one point five Sand : three crushed grade stone aggregate) 200 mm(Twenty_ milimetre nominal size mixed mechanically so as to give a compressive strength corresponding to grade M-20 and curing complete including the cost of form work and excluding re-inforcement specification 1990 volume-I and as per direction of Engineer-in -charge.Foundation footing basis of columnand the like and mass concrete including carriage ofmaterials with all leads and liftsand as per HP.PWD; specifications of 1990 volume-I and as per the direction of Engineer-in-charge.
5Steel reinforcement of R.C.C work including straightening, cutting, bending, placing in position and binding all complete all to plinth level Mild steel and MediumTensile steel bars, including carrige of material within all leads and lifts and as per HP.PWD; specifications of 1990 volume-I and as per the direction of Engineer-in-charge.
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