Public Works Department Tender

P.96 I No.11.60 V-2 - Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

Page 77, I.No 11.1, Vol 2 - Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

Page 95, I.No 11.56, Vol 2 - Fencing with G.I. barbed wire R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

page no.18, Item no.3.11, Vol-3 - Preparation and Surface Treatment of Formation. Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, completeas per clause 310. ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

page no.7, Item no.1.8, Vol-1 - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

page no.26, Item no.4.17 A Vol-3 - Wet Mix Macadam (Plant mix method) Providing, 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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

Volum-3, P. No.149, I.No.16.28 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

page no.15, Item no.3.6, Vol-3 - Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work