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
Civil And Construction
Building Construction
Opening Date18 Dec 2024
Closing Soon26 Dec 2024
Tender Amount₹ 1,65,96,292.39 
Notes
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Costs

Summary

Construction Of Government Higher Primary School At Kundur Village, Honnali Taluk Davanagere District

Description

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Contact

  • Tender Id

    PWD/2024-25/BD/WORK_INDENT11101/CALL-2
  • Tender No

    PWD/2024-25/BD/WORK_INDENT11101/CALL-2
  • Tender Authority

    Public Works Department View
  • Purchaser Address

    -
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BOQ Items

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Vol-2 (pg no 5, I No 4.1) - Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, Complete as per specifications and as per the direction of engineer incharge of the work.

564.91

123

69992.349

... More
Vol-1 (pg no 15, I No 2.1.3) - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. (Complete as per specification and as per the direction of engineer incharge of work)

97.99

6288

616205.2155

... More
Vol-1 (pg no 15, I No 2.2.3) - Providing and laying in position Cement concrete for all Foundation works. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Additional for formwork, Centering & Scaffolding for Sl No 1 a: Foundation upto plinth Isolated As per Addendum-I in Volume-1 of page No.-111 (at8per of Finished Rate). Complete as per specifications and as per the direction of engineer incharge of the work.

173.66

7185

1247750.5732

... More
Vol-1 (pg no 16, I No 2.4.3) - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Additional for formwork, Centering & Scaffolding for Sl No 9: RCC Columns As per Addendum-I in Volume-1 of page No.-111 (at70per of Finished Rate. Complete as per specifications and as per the direction of engineer incharge of the work.

13.73

11309

155283.0048

... More
Vol-1 (pg no 16, I No 2.4.3) - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Additional for formwork, Centering & Scaffolding for Sl No 11: Earth retaining structures As per Addendum-I in Volume-1 of page No.-112 (at10per of Finished Rate). Complete as per specifications and as per the direction of engineer incharge of the work.

11.07

7318

81011.1456

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Vol-1 (pg no 7, I No 1.9) - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Complete as per specifications and as per the direction of engineer incharge of the work.

866.82

279

242102.826

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Vol-1 (pg no 7, I No 1.11) - 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. Complete as per specifications and as per the direction of engineer incharge of the work.

68.09

454

30957.1185

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Vol-1(pg no 16, I No 2.5.2) - Providing and laying in position Cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. including Additional for formwork, Centering & Scaffolding for Sl No 9 : RCC Columns As per Addendum-I in Volume-1 of page No.-111 (at70per of Finished Rate) Ground Floor. Complete as per specifications and as per the direction of engineer incharge of the work.

26.71

12214

326256.2396

... More
Vol-1 (pg no 15, I No 2.2.3) - Providing and laying in position Cement concrete for all Foundation works. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. including Additional for formwork, Centering & Scaffolding for Sl No 1.a Plinth beam of buildings As per Addendum-I in Volume-1 of page No.-111 (@50% of Finished Rate) Ground Floor

50.84

9979

507342.528

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Vol 1 pg no 16, I No 2.5.2 - Providing and laying in position Cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. including Additional for formwork, Centering & Scaffolding for Sl No 14 : beam & lintels of buildings As per Addendum-I in Volume-1 of page No.-112 ( at 60per of Finished Rate) Ground Floor. Complete as per specifications and as per the direction of engineer incharge of the work.

40.87

11496

469851.3288

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Vol-1 (pg no 16, I No 2.5.2) - Providing and laying in position Cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. including Additional for formwork, Centering & Scaffolding for Sl No 19 : Chejjas, Canopy & Other Architectural projections of minor sections As per Addendum-I in Volume-1 of page No.-112 (at 45 of Finished Rate)Ground Floor .Complete as per specifications and as per the direction of engineer incharge of the work.

3.6

10418

37506.492

... More
Vol-1 (pg no 16, I No 2.5.2) - Providing and laying in position Cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. including Additional for formwork, Centering & Scaffolding for Sl No 15 : Roof slab of Buildings As per Addendum-I in Volume-1 of page No.-112 (at 50 per of Finished Rate) Ground Floor.Complete as per specifications and as per the direction of engineer incharge of the work.

90.55

10777

975923.4515

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Vol-1 (pg no 18, I No 2.11(a)) - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a. Buildings.Complete as per specifications and as per the direction of engineer incharge of the work.

39.15

93929

3677353.6275

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Vol-2 (pg no 14, I No 6.8) - 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.- Ground Floor.Complete as per specifications and as per the direction of engineer incharge of the work.

133.23

8367

1114795.3635

... More
Vol-2 (pg no 14, I No 6.8) - 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.- First Floor (Terreace.) Complete as per specifications and as per the direction of engineer incharge of the work.

43.33

8451

366187.0296

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Vol-2 (pg no 14, I No 6.15) - Providing Half Brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level 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.- Ground Floor.Complete as per specifications and as per the direction of engineer incharge of the work.

63.55

1084

68929.5075

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Vol-1 (pg no 16, I No 2.4.1) - Providing and laying in position Cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. y) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates-Ground Floor.Complete as per specifications and as per the direction of engineer incharge of the work.

20.62

6724

138653.004

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Vol-1 (pg no 16, I No 2.4.1) - Providing and laying in position Cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. y) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates-First Floor (Terreace.) Complete as per specifications and as per the direction of engineer incharge of the work (Lift Charges 1 % is added)

3.87

6791

26282.8728

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Vol-2 (pg no 41, I No 8.1.1) - 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 the direction of engineer incharge of the work.

648.34

267

173593.035

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Vol-2 pgno 41, I No 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 the direction of engineer incharge of the work.-Ground Floor

1298.95

309

402349.7625

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Vol-2 (pg no 41, I No 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 the direction of engineer incharge of the work. - First Floor (Terrace). (Lift charges 1 % is added)

53.85

312

16846.9725

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Vol-2 (pg no 42, I No 8.8) - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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 the direction of engineer incharge of the work.Ground Floor

693.97

389

270336.0135

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Vol-2 (pg no 42, I No 8.8) - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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 the direction of engineer incharge of the work- First Floor (Tereace.) (Lift charges 1 % is added)

386.53

393

152080.2285

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Vol-2 (pg no 54, I No 8.80) - 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 as per the direction of engineer incharge of the work. - 20 mm to 25 mm wide to required depth.

200

69

13860

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Vol-2 (pg no 43, I No 8.16.2) - Providing and fixing suitable plaster mesh 150mm 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. Complete as per specifications and as per the direction of engineer incharge of the work.

200

39

7980

... More
Vol-2 (pg no 64, I No 9.34) - Flooring with 25mm thick polished tandur blue stone 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. Complete as per specifications and as per the direction of engineer incharge of the work.

511.84

1622

830332.44

... More
Vol-2 (pg no 60, I No 9.11) - Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Complete as per specifications and as per the direction of engineer incharge of the work.

37.1

933

34630.995

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Vol-2 (pg no 65, I No 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. Complete as per specifications and as per the direction of engineer incharge of the work.

98.27

1521

149512.8915

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Vol-2 (pg no 63, I No 9.24) - Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. Complete as per specifications and as per the direction of engineer incharge of the work.

3.6

2994

10780.56

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Vol-2 (pg no 69, I No 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. Complete as per specifications and as per the direction of engineer incharge of the work.

8.4

344

2892.96

... More
Vol-2 (pg no 59, I No 9.6.2) - Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) Medium shade pigment using 50% white cement 50% Grey cement. Complete as per specifications and as per the direction of engineer incharge of the work.

43.1

1251

53943.96

... More
Vol-2 (pg no 81, I No 11.14.3.1) - Providing and fixing pressed steel door frames conforming to IS: 435, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile E Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery Complete as per specifications and as per the direction of engineer incharge of the work.

79.2

557

44158.752

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Vol-2 (pg no 77, I No 11.4) - Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery Complete as per specifications and as per the direction of engineer incharge of the work.

31.68

5482

173671.344

... More
Vol-2 (pg no 80, I No 11.11.2) - Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) including cost of materials, labour, usage charges of machinery Complete as per specifications and as per the direction of engineer incharge of the work.

2106

112

236609.1

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Vol-2 (pg no 111, I No 12.93.1) - Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Size 62x100mm. Complete as per specifications and as per the direction of engineer incharge of the work.

57

737

42014.7

... More
Vol-2 (pg no 111, I No 12.94.1) - Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges. (Cost of Fixtures to be paid separately) 30mm thickness.Complete as per specifications and as per the direction of engineer incharge of the work.

15.75

3659

57633.1875

... More
Vol-2 (pg no 86, I No 11.34B) - 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. Complete as per specifications and as per the direction of engineer incharge of the work.

1474.2

192

283267.53

... More
Vol-2 (pg no 50 I No 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.- Ground floor

1849.02

105

194147.1

... More
Vol-2 (pg no 50 I No 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.-First Floor

53.85

106

5710.7925

... More
Vol-2 (pg no 45, I No 8.25) - Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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.-Ground Floor

1849.02

143

265981.527

... More
Vol-2 (pg no 45, I No 8.25) - Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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.-First Floor (Terrace) (Lift charges 1% is added)

53.85

145

7823.8665

... More
Vol-2 (pg no 45, I No 8.28) - Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/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 Ground floor

693.97

93

64851.4965

... More
Vol-2 (pg no 45, I No 8.28) - Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/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 - First Floor (Tererace)(Lift charges 1% is added)

386.53

94

36480.7014

... More
Vol-2 (pg no 48, I No 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.

148.41

120

17920.5075

... More
Vol-2 (pg no 84, I No 11.26.1) - 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.

519.75

144

75311.775

... More
Vol-2 (pg no 55, I No 8.84) - 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. Complete as per specifications and as per the direction of engineer incharge of the work.

17.28

498

8618.4

... More
Vol-2 (pg no 82, I No 11.16.1) - 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 welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Lift Charges 1%)

75.4

144

10874.188

... More
Vol-2 (pg no 26, I No 7.38) - Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.Complete as per specifications and as per the direction of engineer incharge of the work. (Lift Charges 1%)

26.35

602

15872.186

... More
Vol-2 (pg no 36, I No 7.62) - Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. Complete as per specifications and as per the direction of engineer incharge of the work.

14.16

575

8147.664

... More
Vol-2 (pg no 37, I No 7.64.1.1) - Providing and fixing sheet covering over expansion joints with iron screws as per design.Aluminium fluted strips 3.15 mm thick. 150 mm wide.Complete as per specifications and as per the direction of engineer incharge of the work.

27.88

584

16305.618

... More
Vol-2 (pg no 156, I No 15.26) - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having Compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge (Lift charges 1% is added)

8.69

2121

18431.49

... More
Vol-2 (pg no 149, I No 15.1) - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as perspecification.Complete as per specifications and as per the direction of engineer incharge of the work. (Lift charges 1% is added)

526.94

866

456556.6242



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