Public Works Department Tender

PWD SR 2024-25 Volume-1 Page No:-15 Item No:-2.1.4 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2024-25 Vol-1 Page No:- 16 Item No:-2.4.2 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including form work ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2024-25 Volume-1 Page No:-75 Item No:-2.4.2 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates including form work ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2024-25 Vol-1 Page No:- 18 Item No:-2.11(h) - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2024-25 Vol-3 Page No:- 80 Item No:-8.58(c) - Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications.600 mm dia ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2024-25 Volume-1 Page No:- 07 Item No:-1.8 - 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. ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2024-25 Vol-3 Page No:- 23 Item No:-4.17 - 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. ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2024-25 Vol-1 Page No:- 149 Item 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. ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2024-25 Vol-3 Page No:-147 Item No:16.19 - Maintenance of Drains The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2024-25 Volume-3 Page No:- 76 Item No:-8.48 - Chevron Boards: Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2024-25 Vol-3 Page No:- 65 Item No:-8.6(ix) - Retro-Reflectorised Traffic Signs: Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 90 mm x 75 mm rectangular ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2024-25 Vol-1 Page No:- 10 Item No:-1.19.1 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2024-25 Vol-5 Page No:- 113 Item No:-10.1.5 - Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. PVC pipes 75mm dia., 6 kg/sqcm & class 3 ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2024-25 Vol-5 Page No:- 95 Item No:-9.1.2 - Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessarylike saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 75 mm dia ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work