Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date17 Dec 2024
Closing Soon27 Dec 2024
Tender Amount₹ 9,33,804 
Notes
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Costs

Description

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BOQ Items

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Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed.

73

19

1387

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Cleaning the exposed reinforcement preferably upto full diameter by wire brush, applying two coats of polymer based rust removing compound left for 24 hours, removing the coating and then applying two (2) coats of polymer modified anti corrosive protective coating formulated to inhibit the corrosion of reinforcement as per manufacturer's specification] [Mode of measurement:The affected surface area of reinforcement shall be considered for payment]

8

785

6280

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Cleaning the concrete surface by removing dirt and debris, marking defective locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer - in - Charge.

44

90

3960

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Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting and replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer - in - charge. Note : Payment on weight (Kg.) of new reinforcement

70

87

6090

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Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface).

42

309

12978

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Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.

110

882

97020

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Griniting concrete surface with cement mortar (25 mm nominal thick) spplied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification

11

912

10032

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Controlled cement Concrete with well graded stone chips (20mm nominal size) excluding shuttering & reinforcement with complete design of concrete as per I.S.456 and relevant special publications, submission of jobs mix formula after preliminary mix design after testing of concrete cubes as per direction of EIC. Consumption of cement concrete will not be less than 300Kg of cement with super plasticizer per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formula. (using concrete mixture). (Rate depend upon Site) (Analysis Rate) Considering 50 KM distance from Jhargram Rly. Yard M- 25 Grade ( with Pakur variety.) a) For works in foundation, basement and upto roof of ground floor/upto 4m. ('0' stage)

0.5

6544

3272.17

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b) 1 st Stage

0.5

6639

3319.67

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c) 2 nd Stage

0.5

6734

3367.17

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d) 3 rd Stage

0.5

6829

3414.67

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e) 4 th Stage

0.5

6924

3462.17

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f) 5 th Stage & 6 th Stage

1.2

7040

8448.4

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Controlled cement Concrete with well graded stone chips (20mm nominal size) excluding shuttering & reinforcement with complete design of concrete as per I.S.456 and relevant special publications, submission of jobs mix formula after preliminary mix design after testing of concrete cubes as per direction of EIC. Consumption of cement concrete will not be less than 300Kg of cement with super plasticizer per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formula. (using concrete mixture) Considering 50 KM distance from Jhargram Rly. Yard; M- 30 Grade ( with Pakur variety.) a) Heal beam and above (cell wall, floor, top & bottom ring beam, heal beam); a) 6 th Stage

0.7

7186

5030.55

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Hire and labour charges for shuttering for concrete work in overhead R.C. Reservoir on separate R.C. frame including fitting, fixing and striking off after completion of work including staging upto 4m using ply board or steel shuttering. (Not applicable for resting on roof top). a)G.L. to top lantern of OHR.

95

645

61275

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Hire and labour charges for staging beyond 4m with necessary cross bracing and fixtures and removing the same after completion of the work all complete as per direction of the E.I.C.[Mode of measurement :Area of unsupported horizontal projection (where staging beyond 4m is practically un-avoidable) X mean height of staging ] above initial 4m.

1200

143

171600

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Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification [Cement to be supplied by the Department

40

88

3520

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Supplying & labour for mixing of super plasticizer of approved make brand sika/cico conforming to IS-2645-1975 & IS-9130-1979 to be need in mortar admixture @ 0.20% by wt. of cement (i.e 100ml per 50kg of cement) for improving workability, reducing shrinkage and improvement of water tightness of the concrete.

12

139

1668

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Plaster (to wall, floor, ceiling etc) with sand cement mortar including rounding off or chambering corners as directed and raking out joints including throating nosing and drip course scafolding/staging where necessary (ground floor) excluding cast at shipping over concrete surface. i) 15 mm th. Plaster (4:1) cement mortar a) From G.L. to 4.00 Mtr.

50

152

7600

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b) From 4.00 Mtr. to 8.00 Mtr.

4

156

624

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c) From 8.00 Mtr. to 12.00 Mtr.

4

160

640

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d) From 12.00 Mtr. to 16.00 Mtr.

4

164

656

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e) From 16.00 Mtr. to 20.00 Mtr.

4

168

672

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f) From 20.00 Mtr. to 24.00 Mtr.

20

173

3460

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g) From 24.00 Mtr. to 28.00 Mtr.

20

178

3560

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ii) 15 mm. th. Plaster ceiling (3:1) cement mortar(In side) a) 6th floor

35

191

6685

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b) 7th floor

45

196

8820

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Neat cement punning about 1.5mm thick in wall dado, window, sills, floor, drain etc. (at all column below GL).

40

34

1360

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Artificial stone in floor, dado staircase etc. With cement concrete (4:2:1) with stone chips, lad in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (2:1) including smooth finishing and rounding off corners and including application of cement slurry before flooring works, using cement @ 1.75kg/sq.m all complete including all material and labour. 3mm thick topping (High polishing grinding on this item is not permitted with ordinary cement) 35 mm. thick a) In G.F for plinth protection and under tank floor

50

330

16500

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b) 6th floor

12

361

4336.2

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c) 7th floor

12

367

4405.56

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Applying exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to received decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer’s specification and as per direction of the EIC. i) Two coats. a) From G.L. to 4.00 Mtr.

50

45

2255

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b) From 4.00 Mtr. to 8.00 Mtr.

65.9

45

3018.88

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c) From 8.00 Mtr. to 12.00 Mtr.

65.9

46

3065.67

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d) From 12.00 Mtr. to 16.00 Mtr.

65.9

47

3112.46

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e) From 16.00 Mtr. to 20.00 Mtr.

70.9

47

3398.95

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f) From 20.00 Mtr. to 24.00 Mtr.

40

48

1950.4

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g) From 24.00 Mtr. to 28.00 Mtr.

210.1

49

10416.76

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Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer’s specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. Two coats. i) Super Protective 100% Acrylic Emulsion. a) From G.L. to 4.00 Mtr.

50

97

4850

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b) From 4.00 Mtr. to 8.00 Mtr.

65.9

97

6439.09

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c) From 8.00 Mtr. to 12.00 Mtr.

65.9

98

6485.88

... More
d) From 12.00 Mtr. to 16.00 Mtr.

65.9

99

6532.67

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e) From 16.00 Mtr. to 20.00 Mtr.

70.9

99

7078.66

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f) From 20.00 Mtr. to 24.00 Mtr.

40

100

4026.4

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g) From 24.00 Mtr. to 28.00 Mtr.

210.1

101

21320.95

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Supplying mosquito proof net made of polythene (NETLON) size 75cm. X 75cm. for ventilator including fitting, fixing in the best sal wood frame of 8cm. X 5cm. cross section with necessary wooden batten fixing the assembly with necessary MS clamp in RCC wall at the lantern.

4

1681

6724

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Supplying fitting and fixing door made with IRC febric mesh of 75mm x50mmx4.5mmx2.7mm on 50mm x 50mm x 6mm angle iron frames all round and one 37.5mm x 6mm M.S. flat bar over the netting all round welded to angle iron frame and providing locking arrangements if necessary and with two coats of synthetic enamel paint(Other than Hi-gloss) fitted and fixed with clamps or haskal doomney etc. complete at the lantern of R.C.C. over head reservoir.

3.28

2850

9339.45

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Supplying at site filling ,fixing ,erecting and building in position where necessary 600mm.wide M.S. Cat ladder as per design consisting of 2nos.ISMC 150, 8mm.thick with necessary base plate of 8mm.thick 100mm.wide M.S. plate as steep @ 300mm.a/c supported on ISA 50x50x6 , ISA 60x60x8mm.thick both side as per requirement.900mm.ht. as post on one side/both side @ 1000 and ISA 45x45x6 as horiz. Runner to cover side railing including fabrication, welding,drilling etc.as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of primer etc. all complete as per direction of EIC. for cat ladder, railing of stair & platform, walkway etc. a) Upto 2nd Lift (upto 8.0mtr. from G.L)

20

78

1579.8

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d) from 16mtr. to 20mtr. @ 1.5%extra of ©

45

82

3716.55

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e) from 20mtr. to 24mtr. @ 1.5%extra of (d)

20

83

1676.6

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f) from 24mtr. to 28mtr. @ 1.5%extra of (e)

20

85

1701.8

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Supplying at site hoisting, fitting, fixing erecting and building in position where necessary 450mm.wide ladder as per design consisting of 2nos. M.S.Plate of 8mm.thick with necessary base plate 60mm wide; and 16mm.dia M.S.round or square bar as steeps placed @ 300 c/c including fabrication, welding drilling etc. as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of red lead primer etc. all complete as per ;direction of the EIC

5

1067

5335

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M.S or W.I. Ornamental grill approved design joints continuously welded with M.S W.I Flats and bars of windows railing etc. fitted and fixed with bbnecessary screws and luge in ground floor. (Add extra @1% for each addl. Upto 4th floor and @1.25% for each addl. floor above 4th floor) (ii) Grill weighing above 16 Kg./sq.mtr and above

28

96

2714.88

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Supplying, fitting, fixing 900 mm high G.I. pipe railing for R.C.C stair cat ladder walk way fabrication,erection,welding of 40 mm G.I (NON TATA medium) pipe place at top of railing and 2 nos 25 mm dia. G.I pipe (NON TATA medium) placed equally in between railing top & floor, vertical post of railling are 40 mm dia. G.I pipe (NON TATA medium) placed at 900 mm c/c . The each end of the vertical post is join by the 62 mm (25 mm X 6 mm X 0.062 m long) MS flat and 150 mm length (propes pipes) are grouted in concrete base of stair, walk way etc. All complete with supplying of all materials including hoisting up to the any height complete with 2 coats of painting with super gloss (Hi gloss) in any shade except white and black over a coat of primer complete as per direction of E.I.C. Analysis of rate enclosed in seperate sheets. ( Analysis Rate )

18

1804

32472

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Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothing surface by sand pepering etc.

55

29

1595

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Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc including using of approved putty etc. on the surface if necessary. a) On steel or metal surface. With super gloss (hi-gloss); Two coats (with shade except white) (steel door & window)

55

79

4345

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Bitumen paint on roof domes including scraping & polishing as per drawing and direction including cost of paint. i)Two coats (for top of roof)

40

29

1160

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Supplying fitting and fixing in position reinforced cement polymer concrete manhole cover with matching frame as per IS-12592 (MD) a) 5MT load bearing capacity round manhole cover parovided with two nos. lifter hook with machining frame of size 550mm x 65mm(cover) and 650mm x 125mm(frame) opening 470mm and WT. 90KG. approx.

1

3013

3013

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(A) Earthing with 50mm.dia G.I. pipe3.64mm.thick x 3mtr. (10”-0”) long and l;1 x 4SWG G.I. (Hot dip)wire 4mtr. long 13mm. dia x 80mm.long G.I.Bolts, double nuts , washer including S&F 15mm.dia G.I.pipe protection (1mtr. long) to be filled with bitumen partly below ground level to an av. Depth of 3.65m below G.L. and restoring the surface duly rammed as per IEE rule i)For soft soil. b) By TATA Medium G.I.Pipe

1

1890

1890

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(B) Extra for treatment of soil by salt and charcoal coke for pipe electrode

1

598

598

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(C) Connecting the equipments to earth Bushbar including S&F G.I. (Hot Dip) wire of size as below on wall / floor with stables buried inside wall/floor as required and making connection to equipments with bolts, nuts, washer, cable lugs etc. as required and mending good damages as per IEE rule. i)No.8 SWG

60

10

600

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Horn gap lighting arrestor complete parts and pin insulators supplying, fitting fixing all complete as per direction of E.I.C.

1

2739

2739

... More
Provision for embossing the name and capacity of reservoir with 20mm.thick (3:1) raised sand cement plaster with letter size 30cm x 20cm. on the outside of shell wall of the reservoir painted complete as pr direction of EIC

56

108

6048

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Making arrangement for water tightness test conforming to the provision laid in IS:3370(Pt-I)1956 by filling with water upto top water level (TWL) as shown in the drawing and as per direction of EIC. (if water is supplied by the Department rate shall be reduced as per prevailing departmental rate)

80

95

7600

... More
Disinfection and washing the tank and pipe connection including clearing the inside of the tank etc. complete as per direction of EIC.

1

4751

4751

... More
Construction of masonry drain 300 mm X 250 mm inner section with 1st class 250 mm th. Brick work in cement mortar(1:4) over a layer of single brick flat soling , sand filling 100mm th. and 100 mm th. weak cement concrete(6:3:1) with graded stone ballast pakur variety (40mm size) including earth work in excavation , 15mm th. Cement plaster(4:1) and neat cement punning all rounding the drain etc. all complete as per approved design , drawing and direction of the Engineer in-charge. ( Ref. Deptt. Dwg) ( Analysis Rate as per Annexure - II - A )

6.5

2037

13240.5

... More
Brick work with 1st class brick in cement mortar (4:1) a)In Foundation and plinth

3.5

5408

18928

... More
b) in superstructure in ground floor (6:1)

4.5

5362

24129

... More
125 mm thick Brick work with 1st. class bricks in cement mortar (4:1) in Ground Floor.

82

705

57810

... More
Supply the following materials for connection of inlet, outlet, overflow, washout of OHR as per deptt. Drawings A) CIDF pipe Class-B as per I.S. 7181-1986 with latest revision. N.B: For OHR use CIDF class B pipe for inlet, outlet, overflow and washout.

80

63

5040

... More
Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, inconformity with the Municipal/Corporation Rules for such disposal, loading in to truck and cleaning the site inall respect as per direction of Engineer in charge

12

166

1992

... More
Commissioning the R.C.C. over head reservoir by operating of all category of sluice valves ,testing of hoisted pipe joints including repairing the leakage(s) if detected , including making inter connections,flange jointing/lead jointing with the newly laid rising main and distribution main all complete as per direction of the EIC.

1

6000

6000

... More
Add GST (SGST + CGST) @ 18% over Basic price of (Sl. No. 1 )

1

141034

141034.28

... More
Add @ 1% Labour Welfare Cess over Basic price with GST of (Sl. No. 1 to 2)

1

9245

9245.58



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