MARKING AND PAINTING INCLUDING CONNECTED SERVICES AT AF STN SIRSA

Amount

Preparation of old painted surfaces of concrete/ bituminous pavements and roads by cleaning with brushes, brooms and finally dusting with a piece of cloth /rags and applying one coat of road marking paint (water based) white/colour (approved tint) exc 10 cm width on lines, dashes etc complete all and directed by Engineer in Charge.

All as per item No 1 above but applying two coats on existing new surface complete all as specified.

Obliterating the existing lines letters etc with paint or pitch mixed with creosote oil in ratio of 3 kgs of creosote with 01 kg of pitch to match with the existing work.

M&L for applying one subsequent coat of road marking paint (water based) white/colour (approved tint) exc 10 cm width on lines etc on dull surfaces complete all as directed by Engineer in Charge.

Preparation of old painted surfaces of concrete/ bituminous pavements and roads by cleaning with brushes, brooms and finally dusting with a piece of cloth /rags and applying one coat of white wash on surfaces exc 10 cm width on lines, dashes etc complete all as directed by Engineer in Charge

M&L preparing old Painted Surfaces of Concrete/ Bituminous Pavements, Roads, etc. by cleaning with Brushes, Brooms and finally dusting with a piece of Cloth/Rags and applying One Coat of Road Marking Paint (Oil Based) White/Colour (Approved tint) exc. 10 Cm width on Lines, Dashes, etc., complete all as directed by Engineer in Charge.

Preparation of old painted surfaces of concrete/ bituminous pavements and roads by cleaning with brushes, brooms and finally dusting with a piece of cloth /rags and applying one coat of road marking paint (water based) white/colour (approved tint) n. exc 10 cm width on lines, dashes, etc complete all as specified and directed.

All as per item No 7 above but applying two coats on existing new surface complete all as directed by Engineer in Charge.

M&L for Applying one subsequent coat of road marking paint (water based) white/colour (approved tint) n. exc 10 cm width on lines,dashes etc.

Raking out existing sealing compound from existing Expansion joints of dimension 20mm to 25mm wide upto required depth by grinding/cutting the edges of joints, removing the old filled sealing compound, dust and all other foreign particles from the joints by means of compressed air and filled the joints as per the following procedures :- (i) Supplying and fixing closed cell polyurethylene foam back up rod with the required width i.e. more than the thickness of joints to ensure tight joint. (ii) Applying a coat of specific primer on adjacent sides of joints and backup rod complete all as directed by Engr-in-Charge. (iii) Filling the joints upto a thickness of 10 to 12mm above the backup rod with polyurethane based sealing compound of existing pavement all as per manufactures instructions and as directed by Engineer-in-Charge.

M&L for Making good the existing damaged/broken corners, spoiled joints, Pot Holes, Cracks or Sunken Slab of Rigid Pavements by carefully cutting or roughening up to required shape and size, Cleaning the surfaces by Air Compressor and making it free from loose dirt, moisture, grease, etc. including removal of rubbish upto 50.00 metre and making good with EPOXY Resin Mortar over a coat of EPOXY resin Primer including forming joints, etc. complete all as specified and as directed.

Taking down existing Polycarbonate sheet of any thickness and of any size n. exc 3.00 Sqm each and supply & fixing of Polycarbonate sheet covered with Vinyl Laminating sheet of approved coloured matching with the existing sheet not less than 3.00mm thick, cut to shape as required for sign board complete all as specified and as directed by Engineer-in-Charge. Note : Alphabets / Numbers / letters shall be measured and paid separately.

S&F self adhesive reflective tape including preparation of surfaces as existing tape for alphabets / numbers / letters in DTGM / Cautionary boards / Sign boards complete all as specified and directed by Engr-in-Charge Note : Qty shall be measured based on length/width and height of letters cut from a square/rectangular sheet.

Demolition of cement Concrete in pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and directed.

M&L for 100mm thick PCC 1:2:4 type B1 (using 20mm crushed stone aggregate) as in pavement/floor including including necessary form work complete all as directed by Engineer in Charge

M&L for 50mm thick PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in subbase of pavement/floor including incl necessary form work complete all as directed by Engineer in Charge.

M/s GURFATEH BUILDERS

M/s Shree Bala Ji Construction Company

M/S GODARA CONSTRUCTION CO.

DCM ENTERPRISES