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Schedule Of Item For Basai - Pichhore Road To Devkheda Kamalpur Road Length 4.15 Km ( Vr ) Due To Heavy Rain Fall On Month 08 / 2021 Distt. Shivpuri ( M.P. )- 1 Scarifying existing bituminous surface to a depth of 50 mm by mechanical meansScarifying t, WORKS-Madhya Pradesh

Public Works Department has published Schedule Of Item For Basai - Pichhore Road To Devkheda Kamalpur Road Length 4.15 Km ( Vr ) Due To Heavy Rain Fall On Month 08 / 2021 Distt. Shivpuri ( M.P. )- 1 Scarifying existing bituminous surface to a depth of 50 mm by mechanical meansScarifying t. Submission Date for this Tender is 16-10-2021. Road Work Tenders in WORKS Madhya Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

29424497
Schedule Of Item For Basai - Pichhore Road To Devkheda Kamalpur Road Length 4.15 Km ( Vr ) Due To Heavy Rain Fall On Month 08 / 2021 Distt. Shivpuri ( M.P. )- 1 Scarifying existing bituminous surface to a depth of 50 mm by mechanical meansScarifying t
Tender
Indian
Madhya Pradesh
Works
16-10-2021

Tender Details

Schedule Of Item For Basai - Pichhore Road To Devkheda Kamalpur Road Length 4.15 Km ( Vr ) Due To Heavy Rain Fall On Month 08 / 2021 Distt. Shivpuri ( M.P. )- 1 Scarifying existing bituminous surface to a depth of 50 mm by mechanical meansScarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000metres. 2 Excavation for StructuresEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per relevant clauses of section 300 & 2100 inI Ordinary soilA Manual Means(i) upto 3 m depth 3 PCC M-15 in FoundationPlain cement concrete M-15 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per MORT&H Specification 409. 4 Providing P.C.C. M-15 Nominal mix for hume pipe culverts in foundation and sub structure etc. as per drawing and as per relevant clauses of section 1500, 1700, 2100 and 2900. 5 Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification and as per relevant clause of section 1600. 6 Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400.A Earthen Shoulders (CBR value >7) 7 B Hard Shoulders (CBR value >12) 8 Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. 9 Prime coatProviding and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications 10 Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.(ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer) 11 Open - Graded Premix SurfacingProviding, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades all complete as per clause 510 of specification.(i) Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/ hour. 12 Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats all complete as per clause 511 of specification.(ii) Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping (aggregate shall pass 2.36mm seal and retained to 180 micron sieve) and penetration bitumen of suitable grade all complete as per clause 511 of specification. 13 Providing and laying reinforced cement concrete pipe 300mm dia NP-4 for service ducts below concrete pavement.

Key Value

Document Fees
INR 2000 /-
EMD
INR 23140.0 /-
Tender Value
Refer document
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