Health And Family Welfare 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.

Health And Family Welfare Department Tender

Works

Civil And Construction

Building Construction

Chamrajnagar, Karnataka

Opening Date30 Jul 2024

Closing Date30 Aug 2024

Tender Amount₹ 29,57,00,000

Notes

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Costs

EMD
₹ 29,57,000
Document Cost
Refer Documents
Tender Fee
₹ 7,500

Summary

Up-gradation Of Existing Taluk Level Hospital From 50-100 Beds At Yelandur,

Description

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Tender Id
EWHFWD/2024-25/BD/WORK_INDENT550
Bid Award Id
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Tender No
EWHFWD/2024-25/BD/WORK_INDENT550
Tender Authority
Health And Family Welfare Department View
Purchaser Address
-
Website
http://kppp.karnataka.gov.in

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Documents

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Tender Notice-21.4 MBKW-4 TLH Yalanduru...KW-4 TLH Yalanduru Indent No.550.docx

Tender Document

Tender Notice-1117.2 kBTechnical Specific...Technical Specification.docx

Tender Document

Document-110.6 kBTender_Detail.html

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I-1.1A P-5 V-3 - Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Disposal of 10Km) ---- etc., complete with all lead

Quantity13832.2

Rate144

Amount 2000551.086

I-4.1 P-5 V-2 - 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. BF ---- etc., complete with all lead

Quantity3089.64

Rate143

Amount 443116.1688

I-1.8 P-7 V-1 - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- etc., complete with all lead

Quantity11052.08

Rate576

Amount 6367103.288

I-2.1.3 P-15 V-1 - 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. Including FormWork ---- etc., complete with all lead

Quantity823.21

Rate7279

Amount 5992170.2863

I-4.17 P-26 V-3 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- etc., complete with all lead

Quantity1048.95

Rate3110

Amount 3262454.7795

I-1.23 P-11 V-1 - Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. ---- etc., complete with all lead

Quantity1048.95

Rate3259

Amount 3419262.315

I-2.2.3 P-15 V-1 - 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 FormWork FOOTINGS ---- etc., complete with all lead

Quantity2661.54

Rate8316

Amount 22135602.3336

Quantity51.81

Rate8470

Amount 438874.7385

I-2.5.2 P-16 V-1 - 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 FormWork COLUMNS, LIFT WALL GROUND FLOOR ---- etc., complete with all lead

Quantity242.87

Rate14138

Amount 3433907.3569

Quantity160.71

Rate14280

Amount 2294978.9775

Quantity41.83

Rate14421

Amount 603257.2012

I-2.5.2 P-16 V-1 - 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 FormWork GROUND FLOOR PLINTH BEAMS, RCC SLAB, RCC STAIRCASE, COVER SLAB ---- etc., complete with all lead

Quantity775.44

Rate12475

Amount 9673978.4568

I-2.5.2 P-16 V-1 - 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 FormWork FIRST FLOOR RCC SLAB, RCC STAIRCASE ---- etc., complete with all lead

Quantity368.81

Rate12600

Amount 4647090.8263

I-2.5.2 P-16 V-1 - 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 FormWork SECOND FLOOR RCC SLAB, RCC STAIRCASE ---- etc., complete with all lead

Quantity24.84

Rate12724

Amount 316088.5032

I-2.5.2 P-16 V-1 - 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 FormWork GROUND FLOOR RCC BEAMS, LINTELS ---- etc., complete with all lead

Quantity334.14

Rate13307

Amount 4446457.7838

I-2.5.2 P-16 V-1 - 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 FormWork FIRST FLOOR RCC BEAMS, LINTELS ---- etc., complete with all lead

Quantity273.55

Rate13440

Amount 3676580.3875

I-2.5.2 P-16 V-1 - 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 FormWork SECOND FLOOR RCC BEAMS, LINTELS ---- etc., complete with all lead

Quantity24.5

Rate13573

Amount 332546.34

I-2.5.1 P-16 V-1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork GROUND FLOOR ---- etc., complete with all lead

Quantity33.4

Rate11684

Amount 390253.95

Quantity16.74

Rate11801

Amount 197550.2466

Quantity8.38

Rate13835

Amount 115943.6688

Quantity1.4

Rate11917

Amount 16685.102

I-8.16 a P-44 V-2 - Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. GROUND FLOOR ---- etc., complete with all lead

Quantity52.49

Rate1504

Amount 78980.1283

I-2.11 a P-18 V-1 - 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. GROUND FLOOR ---- etc., complete with all lead

Quantity378.8

Rate108726

Amount 41185423.952

Quantity115.25

Rate109813

Amount 12655982.825

Quantity13.5

Rate110900

Amount 1497157.425

I-6.32 P-17 V-2 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (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. GROUND FLOOR ---- etc., complete with all lead

Quantity3551.74

Rate1592

Amount 5654973.8758

Quantity1987.49

Rate1608

Amount 3196062.7941

Quantity494.78

Rate1624

Amount 803532.6156

I-6.34 P-17 V-2 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (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. GROUND FLOOR ---- etc., complete with all lead

Quantity420.43

Rate1341

Amount 564132.974

Quantity278.93

Rate1355

Amount 378011.5146

I-12.13.1 P-100 V-2 - 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. GROUND FLOOR ---- etc., complete with all lead

Quantity7.18

Rate120099

Amount 862316.205

Quantity3.37

Rate121300

Amount 408783.4938

I-12.51 P-104 V-2 - 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. GROUND FLOOR ---- etc., complete with all lead

Quantity78

Rate1234

Amount 96318.3

Quantity32

Rate1247

Amount 39910.08

I-22.15.2 P-218 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Handles 300mm GROUND FLOOR ---- etc., complete with all lead

Quantity156

Rate668

Amount 104281.32

I-22.15.2 P-218 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Handles 300mm FIRST FLOOR ---- etc., complete with all lead

Quantity64

Rate675

Amount 43210.24

I-22.15.4 P-219 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Aldrop 16mm dia, 300mm GROUND FLOOR ---- etc., complete with all lead

Quantity78

Rate455

Amount 35550.84

I-22.15.4 P-219 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Aldrop 16mm dia, 300mm FIRST FLOOR ---- etc., complete with all lead

Quantity32

Rate460

Amount 14730.56

I-22.15.6 P-219 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Tower Bolts 200x10mm GROUND FLOOR ---- etc., complete with all lead

Quantity156

Rate182

Amount 28440.36

I-22.15.6 P-219 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Tower Bolts 200x10mm FIRST FLOOR ---- etc., complete with all lead

Quantity64

Rate184

Amount 11784.96

I-22.15.9 P-219 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS hinges 100 mm GROUND FLOOR ---- etc., complete with all lead

Quantity308

Rate85

Amount 26204.64

I-22.15.9 P-219 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS hinges 100 mm FIRST FLOOR ---- etc., complete with all lead

Quantity128

Rate85

Amount 10999.04

I-22.15.10 P-219 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Door stopper 75mm GROUND FLOOR ---- etc., complete with all lead

Quantity78

Rate121

Amount 9480.12

I-22.15.10 P-219 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Door stopper 75mm FIRST FLOOR ---- etc., complete with all lead

Quantity32

Rate122

Amount 3928.32

I-12.60 P-105 V-2 - 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. GROUND FLOOR ---- etc., complete with all lead

Quantity78

Rate1278

Amount 99730.8

Quantity32

Rate1291

Amount 41324.48

I-10.6.3 P-69 V-2 - Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 12 mm GROUND FLOOR ---- etc., complete with all lead

Quantity468

Rate72

Amount 34126.56

Quantity192

Rate73

Amount 14142.72

I-20.79 P-205 V-2 - Supplying and fixing new teak wood beads wherever necessary including cost of materials, labour, complete as per specifications. GROUND FLOOR ---- etc., complete with all lead

Quantity468.15

Rate63

Amount 29587.08

I-20.79 P-205 V-2 - Supplying and fixing new teak wood beads wherever necessary including cost of materials, labour, complete as per specifications. FIRST FLOOR ---- etc., complete with all lead

Quantity195.55

Rate63

Amount 12483.912

I-12.57.6 P-105 V-20 - 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.-do- 35 mm thick both side Commercial GROUND FLOOR ---- etc., complete with all lead

Quantity248.49

Rate4037

Amount 1003293.2844

Quantity100.68

Rate4077

Amount 410566.9992

I-12.90 P-110 V-2 - Providing & fixing of 3-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 an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) GROUND FLOOR ---- etc., complete with all lead

Quantity188

Rate8184

Amount 1538686

Quantity136.8

Rate8266

Amount 1130836.68

Quantity4.5

Rate8348

Amount 37566.855

I-12.85 P-109 V-2 - Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) GROUND FLOOR ---- etc., complete with all lead

Quantity23.94

Rate6950

Amount 166403.8278

Quantity16.92

Rate7020

Amount 118784.9988

I-11.34A P-86 V-2 - 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 GROUND FLOOR ---- etc., complete with all lead

Quantity4627.04

Rate204

Amount 944795.2976

Quantity3228.12

Rate206

Amount 665735.1876

Quantity94.5

Rate208

Amount 19681.515

I-12.93.1 P-111 V-2 - 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 for 100 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 62 x 100mm GROUND FLOOR ---- etc., complete with all lead

Quantity127.1

Rate853

Amount 108442.991

Quantity190.4

Rate861

Amount 164075.296

I-12.94.1 P-112 V-2 - 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)30 mm thickness GROUND FLOOR ---- etc., complete with all lead

Quantity41.79

Rate4235

Amount 177008.6493

Quantity65.28

Rate4278

Amount 279269.7984

I-8.4.2 P-41 V-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... ( Inside) GROUND FLOOR ---- etc., complete with all lead

Quantity5218.15

Rate379

Amount 1978722.48

Quantity3073.89

Rate382

Amount 1177269.1311

Quantity141.39

Rate386

Amount 54688.2381

I-8.10 P-43 V-2 - 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. GROUND FLOOR ---- etc., complete with all lead

Quantity4922.51

Rate256

Amount 1262377.6895

Quantity3978.79

Rate259

Amount 1030546.3979

Quantity317.43

Rate261

Amount 83033.3394

I-8.51 P-50 V-2 - 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 ---- etc., complete with all lead

Quantity9722.21

Rate121

Amount 1181637.4034

Quantity7052.67

Rate122

Amount 865785.7692

Quantity458.82

Rate123

Amount 56879.9154

I-8.5.2 P-42 V-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.. ( Outside) GROUND FLOOR ---- etc., complete with all lead

Quantity1909.46

Rate424

Amount 809935.6482

Quantity1565.54

Rate428

Amount 670692.9914

Quantity876.35

Rate432

Amount 379161.591

I-8.3.1 P-41 V-2 - 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. GROUND FLOOR ---- etc., complete with all lead

Quantity575.93

Rate430

Amount 247793.8825

Quantity39.52

Rate434

Amount 17173.8112

I-8.16.2 P-43 V-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 ---- etc., complete with all lead

Quantity13774.5

Rate46

Amount 636244.155

I-8.79 P-54 V-2 - 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. GROUND FLOOR ---- etc., complete with all lead

Quantity2827.2

Rate63

Amount 178679.04

Quantity1201.2

Rate63

Amount 76684.608

I-9.17.2 P-61 V-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 GROUND FLOOR ---- etc., complete with all lead

Quantity1301.74

Rate1428

Amount 1859014.894

Quantity1107.24

Rate1442

Amount 1597049.7588

I-9.24 P-63 V-2 - 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 slab over 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, Cat Eye, River Pink or equivalent. GROUND FLOOR ---- etc., complete with all lead

Quantity836.1

Rate3466

Amount 2898190.152

Quantity317.5

Rate3500

Amount 1111564.325

I-7.41 P-28 V-2 - Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per m2 including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all T sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. GROUND FLOOR ---- etc., complete with all lead

Quantity77.57

Rate2057

Amount 159613.4619

Quantity322.1

Rate2078

Amount 669404.325

I-7.31 P-25 V-2 - Providing and fixing in position 12mm thick plaster of paris (Gypsum anhydrous) for ceiling reinforced with hessian cloth flat surface with ceiling tiles up to a height of 5 m above floor level over aluminium strips 25mm x 6mm and rendered smooth with plaster of paris including cost of materials, labour, curing complete as per specifications. GROUND FLOOR ---- etc., complete with all lead

Quantity33.24

Rate1423

Amount 47308.1652

Quantity182.72

Rate1437

Amount 262652.6912

I-8.2.1 P-41 V-2 - 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. GROUND FLOOR ---- etc., complete with all lead

Quantity1347.83

Rate358

Amount 483250.9682

Quantity1017.18

Rate362

Amount 368351.3934

I-15.7 P-150 V-2 - 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) GROUND FLOOR ---- etc., complete with all lead

Quantity224.43

Rate747

Amount 167754.6921

Quantity203.46

Rate754

Amount 153600.0924

I-9.11 P-60 V-2 - Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thick- ness 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. GROUND FLOOR ---- etc., complete with all lead

Quantity133.57

Rate1080

Amount 144321.0493

Quantity127.01

Rate1091

Amount 138606.013

I-9.39 P-65 V-2 - 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. GROUND FLOOR ---- etc., complete with all lead

Quantity697.77

Rate1761

Amount 1228849.7247

Quantity546.34

Rate1778

Amount 971785.8848

I-9.30 P-64 V-2 - 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. GROUND FLOOR ---- etc., complete with all lead

Quantity242.56

Rate6475

Amount 1570733.664

Quantity58.4

Rate6540

Amount 381959.944

I-9.32 P-64 V-2 - Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 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. GROUND FLOOR ---- etc., complete with all lead

Quantity90.04

Rate3138

Amount 282559.9264

I-9.22.2 P-62 V-2 - Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 mm GROUND FLOOR ---- etc., complete with all lead

Quantity650.06

Rate1611

Amount 1047649.6972

Quantity470.85

Rate1627

Amount 766421.379

I-11.28 P-85 V-2 - 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. GROUND FLOOR ---- etc., complete with all lead

Quantity665.24

Rate686

Amount 456820.308

Quantity282.24

Rate693

Amount 195753.1968

I-8.39 P-48 V-2 - 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. GROUND FLOOR ---- etc., complete with all lead

Quantity9722.21

Rate154

Amount 1500720.3356

Quantity7021.2

Rate155

Amount 1094605.08

Quantity458.82

Rate157

Amount 72241.209

I-8.32 P-46 V-2 - 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. GROUND FLOOR ---- etc., complete with all lead

Quantity1909.46

Rate189

Amount 362033.616

Quantity1565.54

Rate191

Amount 299800.91

Quantity876.35

Rate193

Amount 169477.3265

I-8.34.3 P-47 V-2 - 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. GROUND FLOOR ---- etc., complete with all lead

Quantity220.34

Rate60

Amount 13390.0618

Quantity160.02

Rate61

Amount 9822.0276

Quantity7.02

Rate61

Amount 435.1698

I-8.40 P-48 V-2 - 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. GROUND FLOOR ---- etc., complete with all lead

Quantity221.36

Rate139

Amount 30939.4872

Quantity160.02

Rate141

Amount 22588.4232

Quantity7.02

Rate142

Amount 1000.8414

I-8.34.1 P-47 V-2 - Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 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. GROUND FLOOR ---- etc., complete with all lead

Quantity596.38

Rate64

Amount 38418.7996

Quantity241.63

Rate65

Amount 15722.8641

I-8.82 P-54 V-2 - 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.) GROUND FLOOR ---- etc., complete with all lead

Quantity596.38

Rate822

Amount 490719.3554

Quantity241.63

Rate831

Amount 200806.6115

I-9.36 P-64 V-2 - Providing flooring with 25mm thick polished Cuddapah 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. GROUND FLOOR ---- etc., complete with all lead

Quantity60

Rate2005

Amount 120324.6

Quantity60

Rate2025

Amount 121528.2

I-11.16.2 P-82 V-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. GROUND FLOOR ---- etc., complete with all lead

Quantity1260

Rate178

Amount 225111.6

Quantity1260

Rate180

Amount 227367

Quantity757.5

Rate182

Amount 138046.8

I-18.1 P-181 V-2 - Providing and supplying aluminium extruded tubular and other alu- minium sections as per the architectural drawings and approved draw- ings of Chief Architect, GoK.The aluminium quality shall be as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).The weight of aluminium extruded section shall be taken for purpose of payment. GROUND FLOOR ---- etc., complete with all lead

Quantity546

Rate494

Amount 270089.82

Quantity546

Rate499

Amount 272787.06

I-18.2 P-181 V-2 - Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum- smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/ structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c)Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(d)Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete.This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the cur- tain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in m2 GROUND FLOOR ---- etc., complete with all lead

Quantity84

Rate3263

Amount 274121.4

Quantity84

Rate3295

Amount 276863.16

I-5.44.1 P-132 V-1 (CPWD) - 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 ---- etc., complete with all lead

Quantity135

Rate5800

Amount 783020.25

I-5.45.1 P-132 V-1 (CPWD) - 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 ---- etc., complete with all lead

Quantity135

Rate4835

Amount 652792.5

I-5.46.1 P-132 V-1 (CPWD) - 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 ---- etc., complete with all lead

Quantity261

Rate5424

Amount 1415716.2

I-9.137 P-205 V-1 (CPWD) - 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). GROUND FLOOR ---- etc., complete with all lead

Quantity14.4

Rate6790

Amount 97779.168

I-9.136 P-205 V-1 (CPWD) - 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). GROUND FLOOR ---- etc., complete with all lead

Quantity31.2

Rate1541

Amount 48082.632

I-7.18 P-23 V-2 - 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. ---- etc., complete with all lead

Quantity38.1

Rate2475

Amount 94334.838

Quantity104.24

Rate2078

Amount 216636.78

I-11.5.1 P-77 V-2 - Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. GROUND FLOOR ---- etc., complete with all lead

Quantity8.4

Rate5442

Amount 45717.504

Quantity6.72

Rate5496

Amount 36939.7056

Quantity2.52

Rate5551

Amount 13989.5784

A.R - Roof Water Proofing. Surface Preparation: remove all surface laitance and contamination free from loose aggregate or other sharp protrusions with fairly smooth finish by wire brush and grinding method and surface shall be DRY for application of single component pitch modified polyurethane cures by reaction with atmospheric moisture to given a tough elastomeric waterproof membrane. System : Provide and applying 1.2 mm thick roller applied single component bitumen modified polyurathene coating NITPROOF 600 or equivalent, having elongation capacity of 450 % as per ASTM D412, having Tensile strength 1.5 n/mm2 as per ASTM D 412, Tear resistance of 15 N as per ASTM D 624 and having shore A Hardness 50 as per ASTM D 2240. Waterproofing treatment to be provided after proper surface preparation as per Manufacture Specification. Protection of waterproofing system with minimum 50 mm thick screed and providing construction joints and sealing the same with PU sealant. ---- etc., complete with all lead

Quantity2410

Rate1593

Amount 3839130

I-M010G P-134 V-6 - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 ---- etc., complete with all lead

Quantity60

Rate488

Amount 29307

I-7.34 P-26 V-2 - Providing and fixing 6mm Clear/opal white/solar bronze/blue/green tinted Multi wall poly carbonate sheet for Tubular structure. The work including cost of all materials, labour charges and usage charges of machinery for cutting, welding, grinding and erection equipments, with all lead, transportation, loading and unloading and all other incidental charges etc. complete as per specification and directions of the Engineer in charge of the work. ---- etc., complete with all lead

Quantity30.3

Rate3874

Amount 117384.927

I-5.4 P-9 V-2 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- etc., complete with all lead

Quantity11.18

Rate7765

Amount 86814.8242

I-10.1.1 P-69 V-2 - 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 ---- etc., complete with all lead

Quantity24.9

Rate4868

Amount 121235.361

I-15.12 P-152 V-2 - Newly Constructed Roof/Podium with PU Waterproof coating - Above 500 m2--Providing and Applying single component Polyurethane based cold applied seamless waterproofing coating to the RCC surface like Roof & Podium area applied @ 2.4kg/m2 in 3 coats to achieve 1.5mm DFT, including a prime coat of solvent free, medium viscous, epoxy primer @0.2L/m2 and protection with 120gsm Geo-textile over the 7 days cured waterproofing membrane. The Waterproofing material shall have Solids greater than 85%, Tensile strength greater than 2 Mpa as per ASTM D 412, Elongation at break greater than 400% confirms to ASTM C 1305 for crack bridging ability (no cracks up to 3.2mm) Shore A Hardness greater than 55 as per ASTM D 2240, Adhesion to peel after water immersion as per ASTM C 794 at 5.2N. Resistance to root penetration as per UNE CN/ TS 14416. 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 60gsm Geo-textile over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification. GROUND FLOOR ---- etc., complete with all lead

Quantity93.96

Rate1415

Amount 133041.7224

Quantity525.37

Rate1430

Amount 751331.637

I-10.1.7 P-113 V-5 - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 GROUND FLOOR ---- etc., complete with all lead

Quantity60

Rate499

Amount 29971.8

Quantity270

Rate504

Amount 136220.4

I-3.7 P-17 V-3 - Compacting original ground supporting embankment-Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all lead

Quantity250.2

Rate127

Amount 31930.524

I-3.1 P-17 V-3 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all lead

Quantity125.1

Rate103

Amount 12924.081

I-4.11 A P-25 V-3 - Making 50 mm x 50 mm furrows, 25mm/ 50mm deep, 45 degrees to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material.25 mm deep furrow cutting ---- etc., complete with all lead

Quantity1251

Rate9

Amount 12159.72

I-4.1.A(V) P-23 V-3 - Plant Mix Method. Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 .For Grading -V Material ---- etc., complete with all lead

Quantity187.65

Rate3022

Amount 567209.655

I-6.1 P-49 V-3 - Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. ---- etc., complete with all lead

Quantity125.1

Rate5979

Amount 748069.227

I-6.2.1 P-49 V-3 - Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing. Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing ---- etc., complete with all lead

Quantity156.38

Rate11012

Amount 1722172.2812

I-MoRTH 602.6.3 P-163 V-3 - Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. ---- etc., complete with all lead

Quantity417

Rate85

Amount 35478.36

I-8.42.2 P-74 V-3 - Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)600 x 200 x 100 mm Kerb Stone ---- etc., complete with all lead

Quantity417

Rate303

Amount 126705.45

I-8.10 P-66 V-3 - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. ---- etc., complete with all lead

Quantity291.9

Rate132

Amount 38670.912

I-1.14.2 P-8 V-1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 to 6 m. ---- etc., complete with all lead

Quantity221.14

Rate142

Amount 31446.108

I-1.15.1 P-8 V-1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth ---- etc., complete with all lead

Quantity146.76

Rate441

Amount 64749.0444

I-1.15.2 P-8 V-1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Depth exceeding 1.5 m, but not exceeding 3 m ---- etc., complete with all lead

Quantity46.68

Rate516

Amount 24112.554

I-1.15.3 P-8 V-1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 4.5 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Depth exceeding 3 m, but not exceeding 4.5 m ---- etc., complete with all lead

Quantity62

Rate562

Amount 34889.26

I-1.9 P-7 V-1 - 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. ---- etc., complete with all lead

Quantity382.03

Rate323

Amount 123510.299

I-2.5.2 P-17 V-1 - 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, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Raft ---- etc., complete with all lead

Quantity45.65

Rate8566

Amount 391060.2685

Quantity99.82

Rate9148

Amount 913221.2376

I-2.11 h P-18 V-1 - 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.All other type of structures ---- etc., complete with all lead

Quantity31.79

Rate96029

Amount 3052792.7463

I-38.37.1 P-306 S.R 2018-19 - Steel Windows with grill for residential buildings Providing and fixing of windows made of pre-painted steel (base steel as per IS 513 of0.58mm tick galvanized as per IS 277 with zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7microns thick alkyd backer. Section for outer frame should be of 48x50mm, centre mullion should be of 48x50mm, section for shutter should be of 48x25mm and fixed glass beading section should be of 12x12mm. Outer frame and mullions to have rebate for glazed shutter and a 20mm provision for guard bars/grills. The sections are to be cut to length mitre joined with corner bracket. Centre mullion is to be fixed with mullion cap. Handle stay 2Nos of stainless steel heavy duty pivot hinges shall be provided for shutter. The window should be panelled with 5mm thick plain fioat glass. Rubber gaskets are to be provided all around the glass. The above frames should be fixed to the concrete/ masonry wall by means of self expanding screws, including 10mm square guard bars with 6" (152.4mm) pitch etc., complete for finished item of work. ---- etc., complete with all lead

Quantity5.4

Rate4434

Amount 23945.976

I-15.14 P-152 V-2 - UGT/OHT (inside) waterproofing with Anti-microbial Coating Providing and Applying two component, water-based food grade epoxy resin coating on inside surface of Potable water tank having anti-algae, antifungal, Non-toxic, hygiene cum damp-proof coating Certified by CFTRI as per 21 CFR 175 300 of US FDA, having mixing Ratio (Base: Hardener: Water) 1:1:1 to be applied @ 0.35 Kg/m2 in 2 coats. Ensure that this coating is applied over the protective plaster, and that Item No. 4 is completed across the entire surface prior to applying the protective plaster. The Waterproofing material shall have Specific Gravity: 1.2, Water vapor permeance: 244.48 g/m2/24 hrs, as per IS 7809/Pt 2/1977, Adhesion strength: 2 N/mm2 as per ASTM D 4541: 02. The finished cost to include surface preparation completely as per specification. ---- etc., complete with all lead

Quantity252.83

Rate2033

Amount 514094.4088

I-8.8 P-42 V-2 - 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 directions of Engineer-in-charge. ---- etc., complete with all lead

Quantity994.91

Rate450

Amount 448614.8681

I-8.21 P-44 V-2 - Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead

Quantity1370.91

Rate31

Amount 43320.756

I-8.28 P-45 V-2 - 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. ---- etc., complete with all lead

Quantity1370.91

Rate108

Amount 148291.3347

I-18.3 P-221 V-5 - Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. ---- etc., complete with all lead

Quantity22

Rate2384

Amount 52461.42

Quantity41.58

Rate8461

Amount 351808.7958

Quantity61.74

Rate10878

Amount 671634.8856

Quantity20.36

Rate12087

Amount 246094.374

I-17.12 P-176 V-2 - Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. ---- etc., complete with all lead

Quantity375.3

Rate1127

Amount 423297.117

I-16.15c P-146 V-3 - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia ---- etc., complete with all lead

Quantity12

Rate3881

Amount 46583.88

I-1.4.1 P-5 V-1 - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m ---- etc., complete with all lead

Quantity32

Rate294

Amount 9412.16

I-6.8.1 P-64 V-3 - Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) ---- etc., complete with all lead

Quantity75

Rate1298

Amount 97353.75

I-19.3 P-187 V-2 - Demolishing R.C.C. work manually/ by mechanical means including stack- ing of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. ---- etc., complete with all lead

Quantity47.9

Rate2948

Amount 141236.024

I-19.7.1 P-187 V-2 - Demolishing brick work manually/ by mechanical means including stack- ing of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. ---- etc., complete with all lead

Quantity108.86

Rate585

Amount 63772.3652

I-19.54.1 P-193 V-2 - Dismantling of cement concrete platform along with curtain walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials to the appropriate disposal area as per direction of Engineer-in-charge. 120 x 120 cm (outside to outside) ---- etc., complete with all lead

Quantity19.76

Rate918

Amount 18156.2784

I-19.9.2 P-187 V-2 - Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer- in-charge. In cement mortar ---- etc., complete with all lead

Quantity69.65

Rate2046

Amount 142554.7445

I-19.27.2 P-189 V-2 - Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material to the appropriate disposal area as per direction of Engineer-in-charge. Asbestos cement sheet ---- etc., complete with all lead

Quantity81.4

Rate61

Amount 5045.986

I-19.12.2 P-166 V-2 - Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer- in-charge. Of area beyond 3 m² ---- etc., complete with all lead

Quantity80.55

Rate244

Amount 19678.365

I-15.13 P-152 V-2 - STP (inside) waterproofing with Anticorrosive & Protective Coating--Providing and Applying two component coal tar epoxy-based coating on inside surface of Sewage & Effluent treatment tank @ 0.30 kg/m2 in 2 coats to achieve a DFT of 200 microns when fully cured. Ensure that this coating is applied over the protective plaster and that Item No. 4 is completed across the entire surface prior to applying the protective plaster. The Waterproofing material shall have Scratch resistance, for 7kg load as per ASTM : D 7027 05, Chemical resistance, immersion in dilute acid alkali & salt solutions 7 days confirms to ASTM : C 868, Salt Spray resistance confirms to ASTM : B 117. The finished cost to include surface preparation completely as per specification. ---- etc., complete with all lead

Quantity497.39

Rate2023

Amount 1006538.2996

I-15.24 P-116 S.R 2018-19 - KSRB 15-4.2 Extra for providing and mixing waterproofing compound in cement plaster work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:4 12mm thick cost of materials complete as per specification ---- etc., complete with all lead

Quantity688.15

Rate5

Amount 4060.085

I-1.4.2 P-5 V-1 - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Depth exceeding 1.5m, but not exceeding 3 m ---- etc., complete with all lead

Quantity17

Rate314

Amount 5351.43

I-17.5 P-175 V-2 - Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. ---- etc., complete with all lead

Quantity70

Rate1364

Amount 95542.3

I-17.1 P-175 V-2 - Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge 1000 MM Dia ---- etc., complete with all lead

Quantity2.8

Rate1217

Amount 3409.924

I-17.2 P-175 V-2 - Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer in-charge. 1000 MM Dia ---- etc., complete with all lead

Quantity1.4

Rate1441

Amount 2018.044

I-17.3 P-175 V-2 - Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. 1000 MM Dia ---- etc., complete with all lead

Quantity1.4

Rate1448

Amount 2028.264

I-17.4 P-175 V-2 - Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer in-charge. 1000 MM Dia ---- etc., complete with all lead

Quantity1.4

Rate1627

Amount 2278.388

I-17.14 P-177 V-2 - Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of abour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. 1000 MM Dia ---- etc., complete with all lead

Quantity10

Rate1422

Amount 14220.2

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