Karnataka Residential Educational Institutions Society Tender

Vol. 01 Item Code: 1.9 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. As per the direction of Engineer Incharge. (PWD SR 2023-24 Vol. 01 Item Code: 1.9) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol. 01 Item Code: 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. As per the direction of Engineer Incharge. (PWD SR 2023-24 Vol. 01 Item Code: 1.8) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol.02 Item Code 4.1 - Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. As per the direction of Engineer Incharge. (PWD SR 2023-24 Vol.02 Item Code 4.1) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol. 01 Item Code: 2.1.3 - 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 40 mm nominal size graded crushed coarse aggregates. As per the direction of Engineer Incharge including shuttering (PWD SR 2023-24 Vol. 01 Item Code: 2.1.3) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol. 01 Item Code: 2.4.1 - 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates. As per the direction of Engineer Incharge. For DPC & Flagging concrete Including shuttering (PWD SR 2023-24 Vol. 01 Item Code 2.4.1) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol. 01 Item Code: 2.4.1 - 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates. As per the direction of Engineer Incharge. For Cill Including shuttering (20% of finished RCC Cost) (PWD SR 2023-24 Vol. 01 Item Code 2.4.1) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol. 01 Item Code 2.2.3 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. As per the direction of Engineer Incharge. For Footing Including shuttering (8% of finished RCC Cost) (PWD SR 2023-24 Vol. 01 Item Code 2.2.3) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol. 01 Item Code 2.2.3 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. As per the direction of Engineer Incharge. For Column upto plinth Including shuttering (70% of finished RCC Cost) (PWD SR 2023-24 Vol. 01 Item Code 2.2.3) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol. 01 Item Code 2.2.3 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. As per the direction of Engineer Incharge. For Plinth beam Including shuttering (50% of finished RCC Cost) (PWD SR 2023-24 Vol. 01 Item Code 2.2.3) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol. 01 Item Code 2.2.3 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. As per the direction of Engineer Incharge. For Curtain wall Including shuttering (10% of finished RCC Cost) (PWD SR 2023-24 Vol. 01 Item Code 2.2.3) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol. 01 Item Code: 2.5.2 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. As per the direction of Engineer Incharge. For Column Including shuttering (70% of finished RCC Cost) (PWD SR 2023-24, Vol. 01 Item Code: 2.5.2) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol. 01 Item Code: 2.5.2 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. As per the direction of Engineer Incharge. For Roof beam Including shuttering (60% of finished RCC Cost) (PWD SR 2023-24, Vol. 01 Item Code: 2.5.2) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol. 01 Item Code: 2.5.2 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. As per the direction of Engineer Incharge. For Roof slab Including shuttering (50% of finished RCC Cost) (PWD SR 2023-24, Vol. 01 Item Code: 2.5.2) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol. 01 Item Code: 2.5.2 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. As per the direction of Engineer Incharge. For Lintel beam Including shuttering (60% of finished RCC Cost) (PWD SR 2023-24, Vol. 01 Item Code: 2.5.2) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol. 01 Item Code: 2.5.2 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. As per the direction of Engineer Incharge. For Staircase Including shuttering (50% of finished RCC Cost) (PWD SR 2023-24, Vol. 01 Item Code: 2.5.2) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol. 01 Item Code: 2.5.1 - Providing and laying in position Cement Concrete for all Super structures ofbuilding , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. As per the direction of Engineer Incharge. For Chejja & Shelves Including shuttering (45% of finished RCC Cost) (PWD SR 2023-24, Vol. 01 Item Code: 2.5.1) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 1, 2.11.a - 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. As per the direction of Engineer Incharge. (Buildings) (PWD SR 2023-24 Vol. 01 Item Code: 2.11.a) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 1, 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) (PWD SR 2023-24 Vol. 01 Item Code: 2.11.h) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 6.32 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usagecharges of machinery etc complete as per specifications. As per the direction of Engineer Incharge. (PWD SR 2023-24 Vol. 02 Item Code: 6.32) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 6.33 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing,usage charges of machinery etc complete as per specifications. and as per the direction of Engineer Incharge(PWD SR 2023-24 Vol. 02 Item Code: 6.33) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 6.34 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.As per the direction of Engineer Incharge. (PWD SR 2023-24 Vol. 02 Item Code: 6.34) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 12.15 - Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ). As per the direction of Engineer Incharge. (PWD SR 2023-24, Vol.02 Item code:12.15) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 12.13.1 - Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. As per the direction of Engineer Incharge. (PWD SR 2023-24 Vol. 02 Item Code: 12.13.1) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol. 02 Item Code: 12.51 - Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. As per the direction of Engineer Incharge. (PWD SR 2023-24, Vol. 02 Item Code: 12.51) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 12.55.2 - Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges.-do- with one side prelam As per the direction of Engineer Incharge. (PWD SR 2023-24, Vol. 02 Item Ciode: 12.55.2) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 12.93.1 - Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately)Size 62X100mm As per the direction of Engineer Incharge. (PWD SR 2023-24 VOl. 02 Item Code 12.93.1) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 12.94.1 - Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30mm thick As per the direction of Engineer Incharge. ( PWD SR 2023-24 VOl. 02 Item Code 12.94.1) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 12.74.1 - Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :125x64x1.90mm As per the direction of Engineer Incharge. ( PWD SR 2023-24 VOl. 02 Item Code 12.74.1) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 22.15.1 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge - SS Handles 200mm, As per the direction of Engineer Incharge. (PWD SR 2023-24 VOl. 02 Item Code 22.15.1) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 22.15.10 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge - SS Door stopper 75mm, As per the direction of Engineer Incharge. (PWD SR 2023-24 VOl. 02 Item Code 22.15.10) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 22.15.6 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge - SS Tower Bolts 200x10mm, As per the direction of Engineer Incharge. (PWD SR 2023-24 VOl. 02 Item Code 22.15.6) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 12.88 - Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). As per the direction of Engineer Incharge. (PWD SR Vol.02 Item Code: 12.88) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 12.90 - Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain floatglass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).As per the direction of Engineer Incharge.(PWD SR Vol.02 Item Code: 12.90) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 12.85 - Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). As per the direction of Engineer Incharge. (PWD SR 2023-24, Vol. 02 Item Code: 12.85) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 11.34.B - Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. As per the direction of Engineer Incharge. (PWD SR 2023-24 Vol. 02 Item Code 11.34.B) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 20.4.2 - Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/m²) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 9.17.2 - Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.e. Size of Tile 600x600 mm As per the direction of Engineer Incharge. (PWD SR 2023-24, Vol. 02 Item Code: 9.17.2) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 9.24 - Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. As per the direction of Engineer Incharge. (PWD SR 2023-24, Vol. 02 Item Code: 9.24) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 9.11 - Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. As per the direction of Engineer Incharge. (PWD SR 2023-24, Vol. 02 Item Code: 9.11) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 9.39 - Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. As per the direction of Engineer Incharge. (PWD SR 2023-24 Vol. 02, Item Code: 9.39) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 8.2.1 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR 2023-24, Vol. 02 Item Code :8.2.1) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 8.3.1 - Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR 2023-24, Vol. 02 Item Code 8.3.1) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 8.9 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR 2023-24, Vol.02 Item Code: 8.9) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 8.16.3 - Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment. Plaster mesh 100mm wide As per the direction of Engineer Incharge. (PWD SR 2023-24, Vol. 02 Item Code: 8.16.3) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 8.16.a - KSRB 4-5 : Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. As per the direction of Engineer Incharge. (PWD SR 2023-24, Vol. 02 Item Code: 8.16.a) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 8.51 - Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. As per the direction of Engineer Incharge. (PWD SR 2023-24, Vol. 02 Item Code: 8.51) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 8.55.2 - Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 g/L as per specifications and as per directions of Engineer in charge. (PWD SR 2023-24, Vol. 02 Item Code: 8.55.2) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 8.54.2 - Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. (PWD SR 2023-24, Vol.02 Item Code: 8.54.2) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 8.30 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD SR 2023-24, Vol. 02 Item Code: 8.30) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 8.40 - Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD SR 2023-24, Vol. 02 Item Code: 8.40) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 11.28 - Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR 2023-24, Vol.02 Item Code: 11.28) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 11.57.2 - Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. (PWD SR 2023-24, Vol. 02 Item Code: 11.57.2) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 11.57.1 - Fencing with G.I. barbed wire Angle iron 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 on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire (PWD SR 2023-24, Vol. 02 Item Code: 11.57.1) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 11.5.1 - Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge (PWD SR 2023-24 Vol.02 Item Code: 11.5.1) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 11.25.2 - Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. (PWD SR 2023-24, Vol. 02 Item Code: 11.25.2) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 15.1 - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on Newterrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. As per the direction of Engineer Incharge. (PWD SR 2023-24, Vol. 02 Item Code: 15.1) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 8.12 - Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin-Charge ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 7.18 - Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. As per the direction of Engineer Incharge. (PWD SR 2023-24, Vol. 02 Item Code: 7.18 ) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 11.2 - Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, 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.(PWD SR 2023-24, Vol. 02 Item Code: 11.2) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 7.38 - Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.(PWD SR 2023-24, Vol. 02 Item Code: 7.38) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 7.39.1 - Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm) .(PWD SR 2023-24, Vol. 02 Item Code: 7.39.1) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 7.32.4 - Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 g/m2 (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer- in-charge and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60 (PWD SR 2023-24, Vol. 02 Item Code: 7.32.4) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 3, 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. (PWD SR 2023-24 Vol. 03 Item Code: 4.17, 406) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 1, 2.4.3 - 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(For slab includding shuttering 50%) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 1, 2.4.3 - 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(For Cement Concrete Drain Wall includding shuttering 35%) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 3, 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 all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 3, 16.15.a - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 1200 dia. For Garbage bins ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol 2, 8.6.2 - Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(PWD SR 2023-24 Vol. 02 Item Code: 8.6.2) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.

Vol. 01 Item Code: 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(For Raft includding shuttering 8%) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.