Restoration And Upkeeping Works From Gujjar Nagar To Dc Office Road, Dc Office To Panjtirthi Chowk Road, And All Allied Links To These Roads- 1 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. 2 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work. 3 Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2mm thick 4 Finishing walls with textured exterior paint of required shade on Newwork (two or more coats applied @ 3.28 liter/10sqm) over and includingbase coat of exterior primer applied @ 2.20kg/10sqm 5 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 6 Washing cleaning of kerb stone of footpath, centre verge, walls and concrete block divider washing of grill painting surface on road side with superior quality detergent including cost of cloth detergent and arranging water for same including barricading and guiding traffic erection of glowing signboard retro reflective tape t and p by way of rehaires, wheel barrows and adopting all safety measures as and when required as per the direction of engineer in charge 7 Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) 8 100mm thick cobble stone flooring over 20mm (avg) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with curing complete (Kandla grey sand stone cobbles) 9 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth. 10 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 60 cm girth upto and including 120 cm girth.. 11 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared 12 Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. 13 Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix) 14 Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:4:8 or leaner mix (i/c equivalent design mix 15 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 16 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 17 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size 18 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) 19 Centering and shuttering including strutting, propping etc. and removal of form for: 20 Foundations, footings, bases of columns etc. for mass concrete. 21 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc 22 Suspended floors, roofs, landings, balconies and access platforms. 23 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 24 Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 25 Engagement of skilled/unskilled Labours with all equipments required for different works (Labour (unskilled) 26 Supply and filling of RBMincluding spreading, watering, ramming, compacting with PRR of 8 to 10 Tonne capacityincluding carriage of the same from approved source upto site of work complete 27 Engagements of JCBforfor execution of works of various natures as and when required 28 Engagements of Trolleyforfor execution of works of various natures as and when required 29 Welder along with welding setengaged for various small repair works including grills repair, gratings repair etc 30 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. 31 Providing and fixing heavy duty M.S Circular Bollards having minimum 75mm ida minimum height 800mm duly powder coated, having at least 02 brands of 75mm HIP with base plate on ground with chemical and fastners etc as per the directions of Engineer-In-Charge, complete job 32 Providing and fixing post delineators made of ABS round body fitted with 2 nos 100mm dia high reflective and reflectors and mounted on M.S pipe pf 65mm dia duly powder coated with anti-rust and anti-theft steel to be installed as per directions of Engineer-In-Charge 33 Providing and filling of Crusher dust including consolidation complete job. 34 Providing and laying at or near ground level factory made kerb stone ofM-25 grade cement in position to the required line, level and curvaturejointed with cement mortar 1:3 (1 cement: 3 coarse sand) includingmaking joints with or without grooves (thickness of the joints except atsharp curve shall not to be more than 5mm) including making drainageopening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 35 Taking out existing kerb stones of all types from footpath/ central verge,including removal of mortar etc., disposal of unserviceable material to thedumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge. 36 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge 37 Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over andincluding 50 mm thick compacted bed of coarse sand, filling the jointswith fine sand etc. all complete as per the direction of Engineer-in- charge. 38 Laying at or near ground level old kerb stones of all types in position tothe required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves(thickness of joints, except at sharp curve, shall not be more than 5 mm),including making drainage opening wherever required etc. complete as perdirection of Engineer-in-charge. (Length of finished kerb edging shall bemeasured for payment). 39 Carriage of material by mechanical transportation. 40 Sandaverage lead 10 Km 41 Stone agrigate below 40mm.average lead 10 Kmby mechenical means.
