STMC 3.75 M. BT AND CC. AND 5.50 M. CC ROAD UNDER PWD SUB. DIVISION WAIDHAN DIVISION SINGRAULI DISTT- SINGRAULI (M.P.) TOTAL LENGTH 110.10 KM.

Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing Primer coat, tack coat, 20 mm thick pre-mix carpet material having binder content @ 14.6 kg per sqm and seal coat type B having bitumen content @ 6.8 kg per 10 sqm as per technical specification and compacting with three wheeled 80-100 kN Static Roller.

10.25 Restoration of rain cuts with soil, having CBR>12, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with power rammer to achieve 97% compaction to restore the original alignment, level and slopes as per drawings and MoRT&H specification clause 3002

10.26 Maintenance of Hard Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor

Making up loss of material/irregularities on shoulders upto 100 mm thickness to the design level by adding fresh approved soil having CBR >12 and compacting it with appropriate equipment at OMC as per MoRT&H specification clause 3003

10.29 Providing and placing empty cement/fertilizer bags (having capacity not less than 50 kg each) filled with mixure of good earth/Moorum, Gravels etc. for restoration of raincuts & road, bridge section / Ghat section for erosion control & traffic safety etc as per direction of Engineer-in-Charge including all materials, labour etc complete.

10.6 Repair of Pot Holes, Patch Repair Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of composite construction of compacted crushed coarse aggregates and key stone chips with application of bituminous binder after each layer, and with key aggregates placed on top of the final layer to serve as a Base conforming to the line, grades and cross-section specified, (number of layers of coarse aggregate shall be as per site requirement).

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beeds on Bituminous surface. Providing and applying (Cleaning of Bituminous surface) thermoplastic compound having composition of binder (Regin) minimum 18 %, titanium dioxide minimum 10 % and intermixed glass beed, minimum 30% of brand like Asian, Burger or equivalent make of 2.5 mm thick including drop down reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beeds as per IRC:35.The finished surface to be level, uniform and free from streaks and holes, all complete as per clause 803 of specifications. Note: - The guarantee of Thermoplastic should be minimum 3 Years.

8.39 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beeds on Concrete surface. Providing and applying (Cleaning of concrete surface and after applying Concrete primer) thermoplastic compound having composition of binder (Regin) minimum 18 %, titanium dioxide minimum 10 % and intermixed glass beed, minimum 30% of brand like Asian, Burger or equivalent make of 2.5 mm thick including drop down reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beeds as per IRC:35 along with concrete primer. The finished surface to be level, uniform and free from streaks and holes, all complete as per clause 803 of specifications.

Kilo Metre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including paintingandprinting etc (i) 5th kilometre stone

(ii) Ordinary Kilometer stone