Public Works Department Tender

Vol-I I No 2.1.4 Page No 15 - 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

Vol-I I No 2.2.1 Page No 15 - 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Vol-I S R Sl No 1 (a) Page No 111 - Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Foundation upto Plinth Isolated add 8%

Vol-II I No 5.3 Page No 9 - Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)

Vol-II I No 5.4 Page No 9 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)

Vol-I I No 2.5.1 Page No 16 - 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Vol-I S R Sl No 9 Page No 111 - Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70%

Vol-I S R Sl No 2 Page No 111 - Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Plinth Beams of Buildings add 50%

Vol-I S R Sl No 14 Page No 112 - Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts of Buildings add 60%

Vol-I S R Sl No 15 Page No 112 - Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Roof Slabs add 50%

Vol-I S R Sl No 19 Page No 112 - Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Chejjas, Canopy & Other Architectural projections of minor sections add 45%

Vol-I I No 2.11 (a) Page No 18 - 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 Buildings

Vol-I I No 1.11 Page No 7 - Filling approved 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.

Vol-II I No 6.8 Page No 13 - Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.

Vol-II I No 12.13.1 Page No 100 - 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.

Vol-II I No 12.15 Page No 100 - Providing and fixing in position fully panelled Mathi/Nandi 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)

Vol-II I No 12.51 Page No 104 - 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.

Vol-II I No 12.90 Page No 110 - Providing & fixing of 3-track x 2panel 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 float glass, 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)

Vol-II I No 11.34B Page No 86 - 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.

Vol-II I No 11.26.1 Page No 84 - Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.

Vol-II I No 8.33.2 Page No 46 - Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Vol-II I No 8.33.3 Page No 47 - Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Vol-II I No 8.1.1 Page No 41 - Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) 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.

Vol-II I No 8.2.1 Page No 41 - 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.

Vol-II I No 9.35 Page No 64 - Flooring with 25mm thick polished shahabad slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications.

Vol-II I No 8.27 Page No 45 - Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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.

Vol-II I No 8.51 Page No 50 - 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.

Vol-II I No 8.39 Page No 48 - Wall painting with acrylic emulsion 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.

Vol-II I No 8.30 Page No 46 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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

Vol-II I No 8.84 Page No 55 - Providing wall black boards in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including finishing etc.,complete.

Vol-III I No 8.54 Page No 78 - Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804

Vol-I I No 1.12 Page No 8 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth

Vol-I I No 1.14.1 Page No 8 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.

Vol-I I No 2.1.4 Page No 15 - 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

Vol-II I No 5.1.1 Page No 9 - Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

Vol-I I No 2.5.1 Page No 16 - 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Vol-I S R Sl No 2 Page No 111 - Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Plinth Beams of Buildings add 50%

Vol-I S R Sl No 9 Page No 111 - Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70%

Vol-I I No 2.11 (a) Page No 18 - 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 Buildings

Vol-II I No 6.8 Page No 13 - Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.

Vol-II I No 8.3.1 Page No 41 - 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.

Vol-II I No 8.30 Page No 46 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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

Vol-II I No 11.25.2 Page No 84 - 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-in- Charge.

Gem portal Product Id:-5116877-18205913531 - Providing and supplying JAI GURU SRI RAM MANUFACTURING Three seater classroom desking drawing (ELEGANT) Desking under structure support and frame material Mild steel ERW hollow section. Thickness of desking under structure support and frame material (+- 5%) 1.2 mm. Seating under structure support and frame material Mild steel ERW hollow section. Thickness of seating under structure support and frame mateials (+- 5%) 1.2 mm. Shelf (under storage) material cold reduced carbon steel 'Grade CR2" sheet, confrming to IS 513: PART 1: 2016 (with latest amendment). Thickness / diameter of shelf (under storage) material (+-5%) 0.8 mm. Desking top material BWR Plywood confrming to IS 303 (with latest amendment). Thickness of desking top mateial (+-5%) 18 mm. Seating material BWR Plywood confrming to IS 303 (with latest amendment). Thickness of seating material (+-5%) 18 mm. Backrest material BWR Plywood confrming to IS 303 (with latest amendment). Thickness of backrest material (+-5%) 18 mm. Modesty panel material cold reduced carbon steel "Grade CR2" sheet, confrming to IS 513: PART 1: 2016 (with latest amendment). Desking / side material cold reduced steel "Grade CR2" sheet confrming to IS 513: PART 1: 2016 (with latest amendment). Thickness of desking / side material (+-5%) 0.8 mm. Seating side material perforated MS sheet. Thickness of seating side material (+-5%) 1.2 mm (for metal sheet). DIMENSION Length of desking, seating and backrest (+-10 mm) 1500mm. Width of desk top material (+ 5 mm) 380 mm. Width of seat mateial (+- 5mm) 300 mm. Width of the backrest material (+-5 mm) 140 mm. Height of desk top from foor (+-5 mm) 750 mm. Width of uplift modesty panel 250 mm. Height of seat from foor (+- 5 mm) 440 mm. Size of desking under structure support and frame material (L x W /major axis x minor axis / diameter) 50 x 25 (mm). Size of seating under structure support and frame material (LxW /major axis x minor axis/ diameter) (+- 2mm) 25 x 25 (mm). Distance between table top edge and seat edge (+-2 mm) 140 mm.

Gem portal Product Id:-5116877-43553330134 - Steelite Star Types of Shelving Cabinets Large,(Steelite Star-1855) Governing Standard Conformity to IS 3312 IS specification seen and understood Yes GENERIC Types of Shelving Cabinets Large Color family of the Steel Shelving Cabinet Silver DIMENSIONS AND TOLERANCES Overall Dimension of Shelving Cabinets excluding pedestal height (Format: Height X Width X Depth) (Tolerance: 10 mm) 1855 mm X 910 mm X 480 mm Inside Dimension of lockers (Format: Height X Width X Depth) 300 mm X 908 mm X 430 mm ADDITIONAL ACCESSORIES Availability of Hanging Rod Yes Material of Hanging Rod NA Availability of Mirror frame No Availability of Mirror No Availability of Tie Hanger No Material of Tie Hanger NA Test Report Details Availability of test report certifying conformity to IS 1883 Yes Type of test report APAC Lab

Gem portal Product Id:- 5116877-19789301637 - AINA FURNITURE Modular Table with Particle Board Table Top and Metal Understructure, Material Type of Table Understructure Metal Understructure Support Type of Table Understructure Leg Material of Table Understructure Mild Steel Table Understructure Metal Legs Cross Section(Approx) 40 x 40 mm Thickness of Metal Legs Cross Section 0.8 mm Thickness of Wooden Leg (Tolerance Plus or minus2 mm) NA Availability of modesty panel No Table Top Material Type Particle Board Availability of Table top edge Yes Thickness of Table Top Edge (Tolerance Plus or minus5 mm) NA Table Top Edges Round Length of Table Top (Tolerance Plus or minus50 mm) 900 mm Depth of Table Top (Tolerance Plus or minus20 mm) 600 mm Height of Table Top Adjustable No Availability of Pedestal / Storage Unit No Warranty period (in number of months) 12 month

Gem portal Product Id:- 5116877-95549388665 - V J Interior Other Natural Materials Chair Already Assembled, Chair Features Others Color Black Style Contemporary Furniture Assembly Already Assembled Material Other Natural Materials Additonal Features Seat Back cushion, MS Pipe Leg, PU Armrest

Vol-I S R Sl No 1(a) Page No 111 - Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Foundation upto Plinth Isolated add 8%