Public Health Engineering Department Tender

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The PHED has issued a formal invitation for competitive bids for the Public Health Engineering Department project, for Construction Of 600 Cum Capacity 20.00 Mtr. Staging Height Rcc Over Head Reservoir Including Pipe Connection At Haridaspur in Birbhum, West Bengal, with an estimated contract value of Rs. 1,07,08,614. The bid opening date for this tender is 01-08-2019 and the last date for bid submission is 23-08-2019. Interested bidders for Public Health Engineering Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Public Health Engineering Department - PHED Tender

Opening Date1 Aug 2019
Closing DateCancelled
Tender Amount₹ 1,07,08,614 
Notes
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BOQ Items

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Controlled Cement concrete with well Graded stone chips (20mm size) excluding shuttering and reinforcement, with complete design of conc. as per IS:456 & relivant special publications submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of EIC. Consumption of cement will not be less than 320 Kg of cement with super plasticiser per cubmic meter of controlled concrete but acatual consumption will be determined on the basis of preliminary test and job mix formula [using concrete mixture] from Heel Beam and above. c) M 30 Grade i) Pakur Variety 5th stage (20m to 24m) i) Pakur Variety (6th stage) (24m & above)

75.97

494640

6511

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Hoisting erecting placing and connecting CIDF pipes and specials securing with built in specials providing stays, clamps as required incldug. Repainting the pipes and specials with two coats of synthetic enable paints staging platform and necy. Equipments for doing the work etc. complete in all respect as per drawing specification and direction of E.I.C. a) 250mm dia

45

12195

271

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Fitting, fixing duckfoot bend including construction of cement concrete (4:2:1) base with stone chips of approved grade & quality & including excavation of earth etc. complete in all respect. 250 mm dia (Base size 450 x 450 x 600 mm deep)

2

1610

805

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Supplying mosquito proof wire netting of polythine wire of appvd. Quality fitted over M.S frame 25mm. X 6mm. X 6mm. includg. 1.30m X 0.75m. door all fitted & fixed with necy. Fixtures (all fixtures to be best quality & rust proof) includg. Painting two coats etc. coplete in all respect as per drawing specification & instruction.

7.5

4800

640

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Red oxide wash of approved shade including cleaning and smoothening surface thoroughly (without specific permission from the Engineer-incharge this item of work must not be done on an old painted surface which has not received such red oxide wash before) :c.[Vide page-195,item no. 6a]

116

2813

24.25

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Supplying, fitting and fixing G.I pipes of TATA make with all necessary accessories, specials viz. socke, bend, tee, union, cross, eibo, nipple, longscrew, reducing socket, reducing tee, shot piece etc. fitted with holder bats clams, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above groud. (payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) A) For Exposed Work b. (i) 40 mm dia. Light quality

396.4

139532

352

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b) 200 mm. dia. 90º

2

104

52.1

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Add GST @12% on sum of Item No. 1 to 38

1

1135991

1135991.63

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Supplying and delivery at site of CIDF pipes Class - B as per IS:1537-1976 and CIDF specials i.e. bell mouth paddle collar, Bends, Tees etc. of different dia. as per IS 1538/1993 as per drawing and direction of EIC. (Payment will be made on actual consumption of materials)

10971.15

696668

63.5

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M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. Flats and bars.

50

4700

94

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Hoisting, fitting, fixing of bell mouth with puddle collar in RCC work complete in all respect as per drawing, specification and direction of EIC. a) 250mm dia

2

1014

507

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100 mm dia (Base size 450 x 250 x 500 mm deep)

1

715

715

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200 mm dia (Base size 450 x 450 x 550 mm deep)

1

766

766

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Providing in aligment and laying in trenches A/F Tee (IS:9513-2000 of following dia, including cutting trenches upto the depth so as to maintain -1(one) Earth cushion from the top of the Tees upto GL in any kind of soil, carriage of speicals from local store within the scheme area/head works site store to pin point site and back carriage of excess materials to head works site store, refilling the trenches including dewatering trenches etc. all complete as per direction of EIC. a) 250mm x 250mm x 250mm

1

86

86.13

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iv) 4 th. Stage(16m to20m)

2.9

211668

72989

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(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. inclding using of approved putty etc,. on the surface, if necessary : (b) On steel or other metal surface: With super gloss (hi-gloss) Two coat (any shade except white)

116

8932

77

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Add Cess @1% on sum of Item No. 1 to 39

1

106025

106025.89

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i) 1 st Stage(4m to 8m)

2.9

207927

71699

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b) 200 mm. dia.

13

1793

137.95

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c) 100mm dia.

1

5813

5813

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a) Hire & Labour charges of shuttering for concrete work in over head R.C. Reservoir on separate R.C frame including fitting, fixing & striking off after completion of work including. Staging upto 4M using ply board or steel shuttering (Not applicable for resting on roof top)

1576.19

1045013

663

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b)15 mm thick plaster (6:1)

142.01

19171

135

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(B) Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.

488.55

37882

77.54

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iii) 3 rd Stage(12m to16m)

2.9

210421

72559

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Providing in aligment and laying in trenches CIDF Bends of following dia (Medium class) (IS:1438/1993) including carriage of pip speicals within the scheme area / head works site store to pin point site and back carriage of excess materials to head works site store , all complete as per direction of EIC. (Jointing of specials to be measured and paid for seperately) (Bends will be supplied departmentally free of cost) a) 250mm. Dia 90º

4

306

76.63

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iv) 6 th. Stage(24m & above)

0.07

5179

73989

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250mm thick Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth

20.63

92133

4466

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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. a) Depth of excavation not exceeding 1500mm

390.04

46519

119.27

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iv) 5 th. Stage(20m to24m)

14.23

1045381

73489

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Supplying at site & fitting-fixing erection & building in position M.S. ladder consisting of 65 mm x 6 mm M.S. flat bar strainer C/C with 65 mm x 65 mm x 6 mm thick M.S. angle iron stays built in RCC (No. of stays are to be provided as per direction) including painting two coats of anti corrosive paint over a coat of priming etc. complete as per direction of EIC.

32.1

35532

1107

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a)10 mm thick cement plaster (4:1) to all exposed surface for column, beam, bracing wall and slabs of the tank etc. including rounding off or chamfering corners including cost of chipping surface as required & necessary staging, curing etc. all complete in all respect.

1532.53

186968

122

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iii) 3 rd Stage(12m to16m)

26.35

158211

6004.25

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b) 250 mm. to 400mm. dia.

2

21582

10791

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c) 100 mm. dia.

8.25

161

19.58

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Supplying, fitting and fixing in position C.I. manhole/pit cover with rim. (a) Square (i) 600 mm X 600 mm X 32 kg (approx.)

1

2035

2035

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c) 100 mm. dia. 90º

1

18

18.06

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Number plaque ofbuilding (plaque size up to 225 mm x 225 mm) made ofsand cement plaster (1 : 2) on face of wall or plinth with 50 mm size letters P.W.D and the number of the structure formed thereon (in sunk type) including painting the letters and the number complete as per direction. (Cement - 1 kg/No.

60

6300

105

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Supplying and installation of lightning conductor rod of phosphorus bronze size 2M X 12mm. dia on the top dome of the reservoir structure & runs of the lightring conductor of glavanised iron wire 8mm. dia runs from the roof along shell wall column upto G.L. and from G.L to bottom of the earthing mean pipe there should be 10mm. dia. galvanized conductor wire fitted and fixed through 12mm. dia. P.V.C. pipe with main earthing G.I. pipe of 50mm. dia Class-C heavy type to be sued as earthing electrode of 3.5 mts. In length driven down to at least 3.5 mtr. below G.L. and filling up with charcoal should be installed as per I.E.E. Rule.

1

10615

10615

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Painting of Bituminous paint of appovd. Type & quality on tank roof as drawing & specification including through cleaning of surface & sanding complete (including cost of sand.)

117.75

3532

30

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Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per specification and as per direction of the EIC.

1637.62

73856

45.1

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c)20 mm thick plaster (4:1)

162.98

28195

173

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35 mm thick artificial stone in floor, dado, staircase etc. with cement concrete (4:2:1) with stone chipes laid in panels as directed toping made with ordinary or white cement (as necy.) & marble dust in proportion (2:1) including smooth finishing & rounding off corners & including application of cement shlurry before flooring works, using cement @ 1.75 kg/sqm all complete including all materials & labour above heel beam. 3 mm thick toping high polishing grinding on this item is not permitted with ordinary cement.

216.33

64466

298

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b) 200 mm. dia.

1

339

339

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Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). (This item should be executed on specific direction of the EIC.) (a) For additional depth beyond 1.5 m. and upto 3.00 m

84.29

36161

429

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iv) 4 th. Stage(16m to20m)

9.99

61141

6120.25

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Neat Cement punning about 3mm thick in wall dedo window, sills, floor and drain etc. Note:- Cement 0.304cum per 100sqm

304.36

10348

34

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Cosntn. of masonry sluice/ washout/ reflux/ non-return/air valve chamber with supply of approved type of RCC cover including E/W in excavn. Bailing out water filling single layer B.F.S and Cement Concrete (1:4:8) with Jhama khoa in foundation. Brick work in cement mortar (6:1) with 1st class bricks with provision of weep holes at bottom, 100mm thick precast RCC slab (1:2:4) with necy. Shuttering & reinforcement work and other materials, fitting, fixing, overhauling the valves if necy to work order all compl. inclu. Cost of all labourers, materials, carriage etc. (valves & tail piece only will be supplied Depttly. Free of cost) work should be done as per Depttly. Drawing no CC/49/91-RIV. a) 100 mm. to 150 mm. dia.

2

18212

9106

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c)20 mm thick plaster (6:1)

80.83

12366

153

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Cement concreting with stone ballast (40 mm size) excluding shuttering. In ground floor 4:2:1 prportion

32.95

154438

4687.06

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b) Depth of excavation for additional depth beyond 1500 mm upto 3000 mm but not requiring shoring.

383.53

73784

192.38

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Single brick flat soling of picked jhama bricks including ramming & dressing bed to proper level & filling joints with powdered earth or local sand including cost of sand etc complete as per direction & specification.

339.29

90251

266

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Supply of CIDF Sluice Valve (P.N-1.0) 80mm dia. to 300mm dia. conforming to IS:14846/2000 (ISI Marked) with latest amendments having shut/open indicator, delivery at Divisional Store and as per direction of EIC inclusive of inspection charges, packing charges, all taxes and duties as applicable and payable, flange, drilled as per IS:1538/1993 with latest amendments all complete as per direction of eic.(KIRLOSKAR /IVI /IVC /KALPANA /UPADHYAY) a) 250mm dia

2

45250

22625

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(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) Do-by fine sand

114.7

55905

487.41

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Supplying super plastricizer of sika/cico conforming to IS-2645-1975 & IS-9130-1979 to be need in mortar admixture @ 0.20% by wt. Or cement (i.e. 100ml. Per 50KG of cement ) for improving workability reducing shrinkage & improvement of water lightless of the concrete.

105.8

12061

114

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Re-enforcement for reinforced concrete work in all sorts of structure includg. Distribution bar, stirrups binders etc. including supply of rode, initial straightening and removal of loose rust (if necessary) cutting to requisite length hooking and bending to correct shape placing in proper position and binding with 16mm. gauge black annealed wire at every inter section complete as per drawing & direction of the EIC. (i) Tor steel /Mild steel (SAIL/ TATA/RINL) Foundation & upto 4 mtr above G.L.

22.5

1603552

71269

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Controled cement concrete grade M-25 mix with well graded stone chips (20 mm Grade) excluding shuttering & reinforcement with complete design of conc. Mix as per ISI brand relevant special publication. Submission of job mix formula after preliminary mix design after testing of concrete cube as per direction of the EIC. consumption of cement will not be less than 6 bag/kg of cement per cum. of controlled conc. but will be determined on the basis of preliminary test & job mix formute in shell wall, heel beam, bottom dome, bottom ring beam. i. -0- Stage

186.43

1066239

5719.25

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ii) 2 nd Stage(8m to 12m)

2.9

209174

72129

... More
b) Extra for staging beyond 4M [Mode of measurement area of unsupported horizontal projection (Where staging beyond 4M is practically unavoidable) x (Mean height of staging) above intitial 4 m.

1980.53

295099

149

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c) 100 mm. dia.

20

2540

127

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Supplying fitting fixing appvd. Type water level indicator with copper float, copper wire guide pully fiting fixng with MS single on the top of CIDF pipe inside the cover head Reservoir scale board of teak wood (size of board 4.50mm x 0.40 x 40mm thick) with scale guard MS Channel, Scale indicagtor plated Tee to be fitted in the face of columkn from 2.0mtr. above ground level including supply fitting fixing hositng including flange joints of 80mm dia CIDF pipe of 8mtr. length including supply of clamping fitting fixing priming painting of scaling lettring (size 12.5 - 15.0cm) to proper facilate the water level reading all complete as per direction of E.I.C.

1

32721

32721

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b) 200 mm. dia.

8.25

379

46.01

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Making arrangement for water tightness test conforming to the provision laid down in IS-3370 (Part-1) 1956 by filling with water upto top water level (TWL) as shown in the drawing and as per direction EIC for the tank proper including the arrangement of water its carriage & fitting by necy. Pipes fittings and pumping machinery etc. all required for the purpose (in case the water be arranged by Deptt. the payment will be made at a reduced of Rs 12/- per cum.

600

61200

102

... More
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 coat) a) Super Protective 100% Acrylic Emulsion.

1637.62

158849

97

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c) 100 mm. dia.

1

282

282

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ii) 2 nd Stage(8m to 12m)

18.14

107193

5909.25

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Providing in Alignment and laying in trenches Centrifugally Cast Iron (spun) Flanged pipes Class-A [I:S-1537/1976] with screwed flange of the following nominal dia including cutting trenches upto the deapth so as to maintain-1 (one)mtr. earth cushion from the top of the Pipe upto GL in any kind of soil, carriage of pipes from local store within the scheme area/Head works site store to Pin point site and back carriage of excess materials to Head works site store, refilling the trenches including dewatering trenches etc. all complete as per direction of EIC. (Earth working excavation, refilling the rrenches as per specification and jointing of pipes to be measured and paid for saperately) (Pipes will be supplied departmentally free of cost) a) 250mm dia

22

1363

61.99

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Making Flange joints to flanged C.I/G.I pipes & specials of the following nominal dia meters including supply of Nuts & Bolts Rubber insertion of I.S.I. Sppecification all complete as per Spefication all complete as per Specification & direction of the EIC. a) 250 mm. dia.

26

5237

201.46

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c) 100 mm. dia.

11

1371

124.64

... More
Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in allrespect as per design including costof all labour and materials.

2.52

3286

1304

... More
b) 200mm dia

1

14350

14350

... More
i) 1 st Stage(4m to 8m)

18.14

105470

5814.25

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Disinfection & washing tank & pipe connection including clearing of tank etc. complete.

1

1521

1521.12



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