Karnataka State Police Housing And Infrastructure Development Corporation Limited 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.

Karnataka State Police Housing And Infrastructure Development Corporation Limited - KSPHCL Tender

Civil And Construction
Building Construction
Opening Date31 Aug 2024
Closing Date30 Sep 2024
Tender Amount₹ 5,49,70,179.38 
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CSR 2022 Vol-1, It. No.2.1.2 Pg No.15 - Providing and laying in position plain cement concrete for levellingcourse for all works in foundation. The granite/trap/basalt crushedgraded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost ofall materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates

330

6343

2093414.4

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CSR 2022 Vol-II, It. No.5.4 Pg No.9 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)

133

7412

985817.28

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CSR 2022 Vol-I, It. No.2.2.2.1 Pg No.15 - For Footing M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Providing and laying in position Reinforced cement concrete for allFoundation works. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machinemixed with super plasticizers laid in finished layers, well compactedusing 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 appurtenancesrequired to complete the work as per technical specifications. (The costof steel reinforcement to be paid separately) FOOTING

183

7838

1434392.43

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CSR 2022 Vol-I, It. No.2.5.2 Pg No.17 - For Columns M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Providing and laying in position Reinforced cement concrete for allFoundation works. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machinemixed with super plasticizers laid in finished layers, well compactedusing 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 appurtenancesrequired to complete the work as per technical specifications. (The costof steel reinforcement to be paid separately) for COLUMNS

74.12

13029

965714.6684

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CSR 2022 Vol-I, It. No.2.5.2 Pg No.17 - For Roof Slab M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Providing and laying in position Reinforced cement concrete for allFoundation works. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machinemixed with super plasticizers laid in finished layers, well compactedusing 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 appurtenancesrequired to complete the work as per technical specifications. (The costof steel reinforcement to be paid separately)

82

12262

1005538.12

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CSR 2022 Vol-I, It. No.2.5.2 Pg No.17 - For Roof slab and terrace:Providing and Applying PU based Elastomeric Liquid Applied PUWaterproofing Membrane single component, cold applied, waterbased acrylic PU dispersion with highly elastic and UV resistant waterproofing treatment to the Existing Roof surface/Chajjas/Sunken portionof WC:Bathroom applied @ 1.2L/per m2,having tensile strength greaterthan 1.5N/mm2, elongation greater than 300% with solid content notless than 60% in 2 coats including surface preparation, priming thesurface with water based acrylic primer @0.1 L/m2, and spreading 60gsm geotextile between two top coats completely as per specification.The finished cost to include surface preparation, making coving atJunction, Bore Packing, treatment of construction joints completely asper specification & with a 10 years warranty on product & work fromcertified manufacturers as per the direction of the Engineer In charge.

1453

915

1329553.12

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CSR 2022 Vol-I, It. No.1.9 Pg No.7 - KSRB 2.3 : Filling available excavated Earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cm in depth , compacting each deposited layers by ramming after watering with lead upto 50 m & lift upto 1.5 m including cost of all labour complete as per specifications.

1915

179

343168

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7 2.12 as per CSR-2018-19 - Earthwork excavation ( in deposited soil ) and filling sides of foundation upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour complete as per pecifications.

830

334

277950.4

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CSR 2022 Vol-II, It. No.6.32 Pg No.17 - Providing and constructing load bearing wall with Solid Concrete blocksof size 400x200x200mm having block density more than 1800kg/m3and minimum compressive strength of 4.00 N/mm2 conforming to IS2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.

1606

1467

2356323.2

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CSR 2022 Vol-II, It. No.6.34 Pg No.17 - Providing and constructing load bearing wall with Solid Concrete blocksof size 400x100x200mm having block density more than 1800kg/m3and minimum compressive strength of 4.00 N/mm2 conforming to IS2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.

70

1236

86553.6

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CSR 2022 Vol-I, It. No.2.1.4 Pg No.15 - Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregatesUsing mm nominal size graded crushed coarse aggregatesProviding and laying in position plain cement concrete for levellingcourse for all works in foundation. The granite/trap/basalt crushedgraded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of ball materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement shall be paid separately)20 Coping and cill concrete

13

7664

99634.08

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CSR 2022 Vol-I, It. No.2.5.2 Pg No.17 - Providing & laying in position reinforced cement concrete of mix (M25) with OPC cement @ 24kgs, with12 mm and down size graded granitemetal, machine mixed, well compacted for plain chejja of 7.5 cms.average thickness, upto ground floor level, including cost of all materials, labour, HOM of machinery, finishing, curing, complete as per specifications. Specification no. FOR LINTEL

18.44

12262

226123.4504

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CSR 2022 Vol-II, It. No.2.4.1 Pg No.16 - 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. FOR ROOF BEAMS

177.33

12262

2174537.4978

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2.5.2vol-1 Cptr-2 pno 16 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate for Lintels, Beams & Staircase FOR STAIR CASE

12.01

11496

138069.8424

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2.5.2vol-1 Cptr-2 pno 16 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate for Chajja

11

11113

122243.33

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154.21(SR 2018-19) - Extra for providing throating or drip moulding to R.C.C. chajja with plastering (labour charges only) With including all lead, lifts, loading and unloading & HOM charges, all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work.

422

33

13926

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2.5.2vol-1 Cptr-2 pno 16 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement,to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate for Roof slab & walls

512

11496

5886074.88

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2.5.1vol-1 Cptr-2 pno 16 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement,to be paid separately) For Screed Concrete over roof.

115.03

7425

854166.768

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Vol-3,pg-153,I-2 - 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. For Ground Floor

1453

179

260377.6

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Old SR 2018-19, Pg.174,I-22.80. - Providing groove cutting for width of 5mm to 10mm and depth 80mm-100mm including cost of cutting machine, generator & HOM of machinery, including cost of blade,coolant etc., including cleaning of groove & providing sand and hot bitumen fillars, and filler metal etc., including cost of conveyance of all materials, labour, lead and lift charges and all other incidental charges as per drawing and as per specifications for concrete pavement. For Ground Floor

760

112

85120

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8.9vol-2pno 42 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

1263

431

544605.6

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8.6.1vol-2pno 42 - Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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.(inside)

1822

361

659126.72

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8..6.1vol-2pno 41 - Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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.(ceiling)

1423

361

514784.48

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8.7vol-2pno 42 - Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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.rough plastering Rough plastering

502

409

205779.84

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9.24vol-2 pno 63 - 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 locations 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

128

3194

408862.72

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vol-2,p-609.11 - 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.

119.5

995

118983.76

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9.7.2vol-2 Cptr-9pno 60 - Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile

502

1411

708422.4

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11.2vol-2 pno 77 - 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.

18825.8

126

2382593.248

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11.28vol-2 pno 85 - 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, all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work., etc., complete as per specifications. (I-7.38)

30

632

18960

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11.26.3vol-2 p.n.84 - Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin-Charge.

16

204

3279.36

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As per SR 2018-19,Pg.20,I-4.54 - Providing RCC loft (atta) 7.5cms thick with cement concrete design mix M20 using clean granite or trap jelly of 20mm and down size with necessary reinforcements at 20cms centre to centre as per design including form work, centring, curing, etc., complete (exclusive of cost of steel and fabrication charges). For Ground Floor

108

357

38556

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As per SR 2018-19,Pg.64,I-9.98 - Providing and fixing pre fabricated non-monolithic R.C.C. Door Frames factory manufactured in separate parts and assembled at bolt nuts system with mechanical table vibrating as per IS 6523-1983 with using M25 concrete as per IS 456 with a cross section of 60 mm x 100 mm reinforced with 1.70 kg of MT steel reinforced with 3 Nos. of 6 mm dia Main TMT bars and 6 mm Dia TMT stirrups welded at 40 cm c/c in triangle shape per meter length of door frames, including cost of steel and fabrication charges having 3/4 No. Stainless Steel hinges plate attachment made of 165 mm x 25 mm x 2.5 mm Stainless Steel Flat welded with required iron rods and flats with drilling for fixing flat CSK Head Machine screws and nut made out of 304 grade stainless steel screws, nut and MS square nut of size 8 x 8 square and length 10 mm and making necessary provision in concrete for fixing aldrops, tower bolts and hold fasts etc., complete including two coats of oil based enamel primer providing without cill for shutter thickness upto 30 mm, 21 days tank immersed curing including cost of labour, materials, HOM etc., complete excluding the cost of door fixtures as per the direction of Engineer.

93

763

70959

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As per SR 2018-19,I-38.66,Pg-318 - Engineered wood plastic composite door frames with cross section of 75 x 125 mm providing and fixing engineerted wood door frame of requires size ctured using infill solid core with coir and wood particle blended with high quality polymer encased with 28mm thick wooden styles and rails all round the boundary of the shutter and veneer laminated with non oven coir felt impregnated ith high temprature cure phenol formaldehyde resin of density 800kg/cum with high quality adhesive processed. For Ground Floor

20

1083

21660

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VOL-2,I-12.51,pg.103 - Fixing of door frame in an existing opening including embeeding 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 debries with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. For Ground Floor

40

1137

45516.8

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As per SR 2018-19,I-63,Pg.9.93 - Providing and fixing factory made single leaft rigid GRP Sandwich composite door shutter of 32mm thick, laminated with two GRP skins with wood grain finish, fabricated using U.V-stabilized Isopthalic Gelcoat and on layer of 45 gsm E-Glass Chopped strand Mat (CSM), impregnated with orthopthalic polyster resin. The thickness of the skins shall not be less than 1.5mm. Expanded Polystyrene (EPS) structural foam panel of 29mm thickness and a density of 20 Kg/m3 shall be used as core material. Wooden reinforcements made of Seasoned Salwood block of cross section not less than 28mmx32mm and also necessary salwood reinforcements for fixing the metal fittings such as tower bolts, aldrops, handles, etc, shall be provided. A structural adhesive compatible with EPS foam shall be used for bonding the core material, the Salwood reinforcement and the skins. The material and process for manufacturing the door shutters shall confirm to RV/TIFAC Composites Design centre Standards and specifications and the door shutters tested in confiramation to IS 4020-1994. The finish of shutter will be plain colour White/Ivory/Beige/Light Grey or any other colour using high quality pigments. Exclusing cost of fixtures and inclusive of supply of shutters to respective work spot. For Ground Floor

26

2500

65000

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12.57.5vol-2 pno 104 - Providing and fixing flush door shutter made out of solid core black board type, well seasoned chemically treated hard wood battens and internal frame with minimum 45 mm wide wooden frame all-round door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door using liquid phenol formaldehyde resin as per IS specification 2202 (Part-I) 1991. From manufacturer (Factory) complete as per specification. 30mm thick both side teak. For Ground Floor

9

4344

39100.32

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12.89vol-2 pno 110 - Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. 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 2mm-2.5mm. Maximum possible

14

7337

102719.68

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21.4vol-2 pno 213 - Providing and applying antifungal wash treatment using 3% solution of sodium pentachlorophenate, of reputed brand and manufacturer, on cleaned sand stone surface at desired locations as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding

1263

52

66484.32

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12815.106(SR 2018-19) - Providing applying two coats of wall putty to inside plastered walls and ceiling using white cement putty. Scrapping and levelling the surface using steel blade and preparing the surface even and smooth by using different grade sand papers, With including all lead, lifts, loading and unloading & HOM charges, all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work. Area to be considered

3245

65

210925

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8.63vol-2 pno 51 - Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work

3245

91

298020.8

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2.11vol 1 page 18 - Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work

112.2

100191

11241524.448

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8.49vol-2 pno 49 - Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge

25000

4

112000

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11715.35(SR 2018-19) - Providing and fixing plaster mesh 150mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120gms per sqm width, along route of walls chipped for services, junction between RCC and brick walls With including all lead, lifts, loading and unloading & HOM charges, all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work.

920

34

31942.4

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9.20 vol 2 p no 62 - Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge

119.5

284

33995.36

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103 page item 14.7 - Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved sized, shape and colour with a miniumu compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and HOM of machineries complete as per specifications.

239.12

925

221186

... More
16.16C volume2 p no 146 - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6

36

1278

46008

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91 volume 2 - Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete

71.55

505

36141.336

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No.107 Item No.12.74.1 of PWD vol-II - Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete 125x64x1.90mm

16

102

1632

... More
Page No.219, Item No.22.15.7 of PWD vol-II - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge :SS Tower Bolts 250x10mm

16

200

3200

... More
Page No.219, Item No.22.15.2 of PWD vol-II - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge :SS Handles 200mm

4

450

1800

... More
Page No.219, Item No.22.15.10 of PWD vol-II Comm - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge :SS Door stopper 75mm

4

100

400

... More
Page No.105, Item No.12.60 of PWD vol-II - Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

4

1052

4208

... More
Page No.218 & 219, Item No.22.15.4 of PWD vol-II - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Aldrop 16mm dia, 300mm

4

375

1500



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