Public Works Department Tender

19.61 - Dismantling weather proof course and removing and conveying the debris to a distance to the appropriate disposal area as per direction of Engineer-in-charge. ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

21.2 - Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- The elevational area of the scaffolding shall be measured for pay- ment purpose. ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

2.11 - Steel Fabrication 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 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

15.29 - Terrace/ Raft & sunken slab waterproofing - Providing waterproof treatment to Raft Slab using 2 coats of acrylic co polymer elastomeric Acrylic co-polymer elastomeric sealer & protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc., The surface shall be applied with basecoat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:6) over the prepared surface. In addition, making haunch at junction of Wall and Slab visible cracks are opened and sealed with flexicrack paste. Over this one coat of flexible cementations membrane (FCM), Spreading one layer of HDPE membrane as reinforcing material (over FCM) with one primer coat of Acrylic co-polymer elastomeric sealer & protector & applying second coat of Acrylic co-polymer elastomeric sealer & protector liquid over the primer coat - conforming to ASTM C 1202, DIN 1048 part 5, The work shall be carried out as per the directions of the Engineer in charge. ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

8.54.2 - Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g/L 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. ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

6.7 - 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 1:4 (1 cement : 4 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. ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

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. ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

8.82 - Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 no. 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

2.1.2 - 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

12.2 - Providing Honne wood wrought and putup for purlins, common rafters and similar work including cost of materials, labour, usage charges complete as per specifications. ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

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. ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

19.7.2 - Demolishing brick work manually/ by mechanical means including stack- ing of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. - In lime mortar ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

21.11 - Providing fresh lime plaster to brick masonry of 10mm lime mortar (slaked lime : sand) 1:2 proportion as base coat and finishing coat of 10mm of lime mortar (slaked lime : sand) 1:1 proportion including rounding or chamfer- ing corners, arrises, junctions, etc wherever required smooth rendering, including jute netting, lead charges for lime and sand, lift charges above 3mt height providing and removing scaffolding, grinding machine, cost of materials, labour, curing etc., The dashing of the first coat to be done using a strong whipping motion at right angles to the face of the wall. The plaster shall be trowelled hard and tight forcing it into joints to obtain a good bond and surface rubbed smooth with a plasters trowel complete as per specification and IS 2394 (1984). Curing shall be started 24 hrs after finishing the plaster. The plaster shall be kept wet for a period of 7 days etc complete as per direction of the Engineer in charge of the work. ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

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 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

19.55 - Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground to the appropriate disposal area as per direction of Engineer-in-charge. ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

19.14.1 - Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of sectional area 40 cm² and above ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

I.No. 394 - Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm. (Vol.2 P.No. A-24, I.No. 394 of PWD SR 2023-24). ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

8.36.1 - Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 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 Enginer-in-charge. ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

20.104 - Repairing and fixing shutters (panelled or glazed) to doors, windows, ventilators and cupboards. ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work