Public Works Department Tender

Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.

Public Works Department - PWD Tender

Works
Building Construction
Opening Date28 Jan 2025
Closing Date25 Feb 2025
Tender Amount₹ 7,15,35,86,366.73 
Notes
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Costs

Summary

Proposed Construction Of Reshme Bhavan At Okalipuram, Bangalore, Proposed Construction

Description

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  • Tender Id

    PWD/2024-25/BD/WORK_INDENT17059
  • Tender No

    PWD/2024-25/BD/WORK_INDENT17059
  • Tender Authority

    Public Works Department View
  • Purchaser Address

    -
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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. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

0.75

108696

81522.375

... More
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. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

10

1117

11176

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11.34A - 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 steel windows by welding ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

3943.8

184

728814.24

... More
12.59 - Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

10

1225

12254

... More
8.4.2 - Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :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. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

3087.37

343

1059585.384

... More
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 and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

9005.16

110

990567.6

... More
8.5.2 - Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 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. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

1035

383

397336.5

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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 direc- tions of Engineer-in-charge. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

258.13

389

100515.822

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8.16.2 - 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 150mm wide ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

4200

41

175560

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8.79 - Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 10mm to 15 mm wide and 8 mm deep groove. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

950.81

57

54386.332

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9.30 - Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

259.8

5860

1522635.84

... More
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. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

572.1

324

185646.45

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15.7 - Integral Crystalline water proofing Admixture - Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and microcracks of the concrete, self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56% reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTM C 1202 with 64% improvement against control & protecting steel re- inforcement against corrosion mixed @ 1% by weight of cementitious content in concrete. ie., integral crystaline waterproofing admix @ 0.5 kg/bag of cement. (For calculation purpose 320 kg of Cement for M-20 grade of Concrete is considered in the analysis) ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

11.62

676

7860.93

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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. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

288.6

1593

459999.54

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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. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

952.56

621

592016.04

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8.39 - 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. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

9005.16

139

1258020.852

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8.32 - Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/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. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

1035

171

177606

... More
8.34.3 - Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 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. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

9

55

495

... More
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. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

9

126

1138.5

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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 and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

62.21

744

46327.787

... More
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 and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

1601.26

98402

157568307.402

... More
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. Size of Tile 600x600 mm ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

135.32

1292

174901.1

... More
9.10 - Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

94

1216

114360.4

... More
10.1.1 - Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar loca- tions of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of the slab upto 0.50 m2 ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

7.44

4406

32785.104

... More
2.1.6 - 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

1461.03

6867

10033331.319

... More
2.2.5 - 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. - M 30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

7808.62

7720

60288886.99944

... More
2.5.3 - 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 30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

254.45

12332

3137958.824

... More
6.31 - Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar 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 and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

306.56

8775

2690309.248

... More
12.57.4 - Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

25.92

4985

129216.384

... More
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&Ps shall not be made) ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

9

5929

53361

... More
8.10 - Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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. Note : For dry areas, External plastering shall be 15 mm thick & Internal plastering shall be 12 mm. For heavy rainfall areas, External plastering shall be 18 mm thick & Internal plastering shall be 15 mm. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

5917.79

232

1373519.059

... More
9.17.4 - 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. Size of Tile 1000x1000 mm ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

73.7

2050

151114.48

... More
10.7 - stone tile (polished) of 8mm thickness granite stone of any color and shade work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/m2 including pointing in white cement complete. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

18.9

2855

53970.84

... More
10.2 - Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

126

360

45460.8

... More
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. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

28.2

2218

62567.34

... More
8.29 - Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² 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. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

1035

311

322195.5

... More
7.28.1 - Providing & fixing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame. - Flat surfaces ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

26.4

1401

36996.96

... More
7.28.2 - Providing & fixing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame. - Curved surfaces ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

26.4

1647

43501.92

... More
7.29 - Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous) ceiling. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

52.8

499

26368.32

... More
7.40.1 - Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 g/m2 (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

94

1698

159649.6

... More
15.23 - water proofing systems - Retaining wall (Inside) / oHT / UG sump Tanks - Providing & Applying Crystalline waterproofing slurry coat RCC structure like Retaining wall, Underground tank. The material having chemical resistance properties, seals shrinkage cracks up to 0.4 mm width, capable of preventing water dampness & seepages, Water permeability is Nil confirms to BS EN 12390 Part 8: 2000. Powder to water mixed at a ratio (5:2) 5 parts powder and 2 parts water, applied @ 1.5kg/m2 in 2 coats to achieve 1.0mm DFT on a cleaned surface free from all loose materials etc., complete. The finished cost to include surface preparation completely as per specification. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

3752.28

2695

10112394.6

... More
11.16.2 - Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

3010.69

161

486828.573

... More
2.5.ii.a - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer - In area of light jungle ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

65.86

432

28471.278

... More
15.11 - Newly Constructed Roof/bathroom/Toilet/balcony/utility with Cementatius waterproof coating - below 500 m2 - Providing and Applying CFTRI approved two component flexible polymer modified acrylic cementitious waterproofing coating with a mix ratio of (5 Liquid :7 Powder) to the RCC surface like Roof, bathroom, toilet, balcony & utility area applied @ 2.2kg/m2 in 2 coats to achieve 1.2mm DFT, having Elongation at break >120% as per ASTM D 412, Tensile strength >1N/mm2 as per ASTM D 412, Adhesion strength: 0.80N/mm2 as per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 45 gsm Glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

116.2

577

67105.5

... More
1.9 - Manual Means - 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. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

652.34

292

190874.684

... More
DATARATE - Excavation of hard rock by chemical blasting by drilling, stirring, Pouring and Rope cutting Layer by layer upto required depth, where blasting is prohibited for foundation of buildings, water supply, sanitary lines ,Roads and Parking area in depth stacking the excavated stuff clear from the edge of excavation with lead upto 50m including cost of labour complete as per specifications. complete with all lead & lift, as per specifications and as per directions of the Engineer in charge of the work. Depth exceeding 6.0m, but not exceeding 7.0m ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

7085.97

5786

40999422.42

... More
DATARATE - Excavation of hard rock by chemical blasting by drilling, stirring, Pouring and Rope cutting Layer by layer upto required depth, where blasting is prohibited for foundation of buildings, water supply, sanitary lines ,Roads and Parking area in depth stacking the excavated stuff clear from the edge of excavation with lead upto 50m including cost of labour complete as per specifications. complete with all lead & lift, as per specifications and as per directions of the Engineer in charge of the work . Depth exceeding 7.0m, but not exceeding 8.5m ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

2118.06

6075

12867214.5

... More
17-B-1 - Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to 0.75 mtrs depth, placing the dowel in position and effectively grouting the hole with CM 1:1 proportion etc. complete. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

11842

1375

16282750

... More
2.2.5 - 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.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including FormWork ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

868

7148

6205245.2

... More
2.25 - 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.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including FormWork ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

211.08

7363

1554260.1396

... More
5.33.2.5 - Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level.5.33.2.5 Concrete of M50 grade with minimum cement content of 410 kg /cum ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

494.76

15075

7458848.3844

... More
5.33.2.5 - Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level.5.33.2.5 Concrete of M50 grade with minimum cement content of 410 kg /cum ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

302.36

9754

2949479.4696

... More
5.33.2.5 - Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level.5.33.2.5 Concrete of M50 grade with minimum cement content of 410 kg /cum ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

152.51

13302

2028700.2208

... More
5.33.2.5 - Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level.5.33.2.5 Concrete of M50 grade with minimum cement content of 410 kg /cum ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

302.92

13302

4029466.0736

... More
5.33.2.5 - Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level.5.33.2.5 Concrete of M50 grade with minimum cement content of 410 kg /cum ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

562.84

9754

5490425.4024

... More
2.5.3 - 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.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

907.64

11561

10493725.242

... More
2.5.3 - 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.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

24.44

11561

282564.282

... More
2.5.3 - 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.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

14.19

12332

174995.6208

... More
LQR - HPL BOARD Toilet CUBICALS :- providing & Fixing of STYLAM HPL Board Partitions s.s-304 Series made of 12mm Thick HPL panels resistant to water/fire/scratch & comes with anti-bacteria layer to be fixed via necessary Hardware & Fixtures ‘Actual Door Size - 600mm x L800mm [W X H] Overall Unit Size - Upto 1250mm x l500mm x 2010mm (W x D r H) Shade:- 1079.SD-Solera Beige' Partition - 539-SD-Dark Chocolate-Doors List of Hardware 1. S.S-304 - Spring Hinges 2. S.S-304 - indicating Bolt 3. S.S-304 - Door Knob 4. S,S-304 - Cloths Hook 5. S.S-316 - Bottom Support [,egs 6. S.S-304 -'U' Channels 7. S.S-304 - Top Rail 8. S.S-304 - Door Edge 9. S.S-304 - L corner 90"" channel ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

14

45000

630000

... More
LQR - HPL BOARD Urinal Partitions - Providing & Fixing of STYLAM HPL Board Urinal Partitions made of 1Zmm Thick HPL panels resistant to water/fire/scratch & comes with anti-bacteria layer to be fixed via necessary Hardware & Fixtures. Urinal Partition Size - 450mrn x 900mm (WXH)Shade:- 539 SD - Dark Chocolate list of Hardware 1. S.S-304 - Clamps" ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

6

4500

27000

... More
LQR - Providing and fixing of wall cladding using Polygranite Sheet to required shape, pattern with paper joints, through jointing with sealant, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

283.5

6000

1701000

... More
LQR - Vaccum de-watering with vaccum pump and suction mat and compaction with skin floater clubbed with floating disc including cost of generator, HOM of machinery, Screed Vibratory, Power Floater, blade and disc etc., with all lead and lift. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

5060

94

475640

... More
9.136 - Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to bepaid for separately). ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

2155.5

1448

3122284.86

... More
9.137 - Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II), tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in-charge (panneling to be paid for separately). ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

760.54

6384

4855340.5978

... More
9.138 - Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/ powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with glass of required thickness having 60 minutes of fire resistance both integrity & radiation control (EW60) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm. " ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

760.54

34241

26042403.0746

... More
9.139 - Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete." ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

323

7089

2290057.08

... More
5.44.1 - Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universalaluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in Charge. (Material shall confirm to ASTM 6063). Floor Joint of 100 mm gap ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

1752

5417

9491319.84

... More
5.45.1 - Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063) Wall Joint of 100 mm gap ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

1752

4496

7877535.12

... More
5.46.1 - Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed toaccommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063). Roof Joint of 100 mm gap ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

5232

5072

26540000.16

... More
18.8 - Stone Boulders 300mm (Market Rate of Common Materials) ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

7363.24

667

4911281.08

... More
LQR - Providing and fixing SS Fixtures like heavy duty D Tube Lever Combi Set- 1 No, SS Handles of 300mm long- 2 No, SS Tower Bolts 200x10mm size- 2 No, SS Hinges of 125mm long- 4 No, including all required screws , with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. Single Shutter D3 D4 ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work

10

13350

133500



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