Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date28 Feb 2025
Closing SoonCancelled
Tender Amount₹ 2,01,85,000 
Notes
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Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Class AAA.
Bid Capacity
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There are multiple formulas mentioned for calculating the bid capacity required. 1. Bid Capacity = 10% of the offered work value. 2. Average Annual Financial Turnover ≥ 0.3 * Advertised Cost Example: Average Annual Turnover ≥ 0.3 * 201.85 lacs Average Annual Turnover ≥ 60.555 lacs 3. Available bid capacity = A x M x N – B, where A = Maximum value of engineering works executed in any one year during the last five years M = Multiplier factor fixed as 2.5 N = Number of years prescribed for completion of work in progress B = Value of the existing commitments and ongoing works to be completed in the next “N” years.
Technical Capacity
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The required prior work experience for the bidder includes having an average annual financial turnover of at least 30% of the advertised cost during any three financial years out of the last five years. The bidder must provide a list of works completed in the last five financial years, along with details such as allotment/work order, start and completion dates, and performance and completion certificates issued by an officer of the rank of Executive Engineer or above. The list of works should be in ascending order of project cost, with the highest-value work on top. The bidder must submit work order/contract documents and completion/substantial completion certificates for each claimed assignment/project. For similar works completed, the bidder should have successfully completed or substantially completed one similar work during the last seven years. The similar work includes specific types of projects such as water treatment plants, sewage treatment plants, and industrial effluent treatment plants. The values and percentages mentioned include: - Average annual financial turnover (minimum 30% of the advertised cost) - Project cost - Allotted cost - Cost of work completed - Percentage of work completed No specific amount or percentage is mentioned as a requirement for similar works completed, except that the average annual financial turnover should be at least 30% of the advertised cost.

Costs

Description

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BOQ Items

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Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10 Sqm on plan) including disposal of excavated earth upto 1mtr. for cutting edge, disposed earth to be levelled & neately dressed in odrinary rock.

532.65

855

455761.97

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Supply of stone nallah (stacking size 225mm by measured. & reduced by 15%)

10.12

400

4048

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Dumping and filling of stone in horizontal on level.

10.12

216

2191.99

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Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggr. 40mm nominal size.

63.39

4419

280174.29

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Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggr. 20mm nominal size).

39.38

4943

194671.09

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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

41.7

6608

275568.2

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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

6.8

7542

51288.32

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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge..All works upto plinth level Note: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix

26.83

7192

192962.7

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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All works above plinth level upto floor V level Note: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix

56.02

8457

473775.15

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Extra for providing richer mixes at all floor levels. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. Note: - Minimum cement content considered is @ 340 kg/ cum. Any quantity less than 340 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix.

34.38

101

3496.45

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Providing & Incorporating (during concreting) GP sheet strip water seal 1.25mm (nominal thick) at construction joints including jointing of ends so as to form a continous barrier, strip area (excluding laps) to be measured (width upto 20cm)

691.12

50

34556

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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).

33.51

8953

300046.86

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Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with:1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

24.36

9458

230412.71

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Steel Reinforcement for RCC work incl. straighening, cutting, bending, placing in position & binding all complete upto plinth level TMT bars.Fe 500.

11076

79

877773

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Cement concrete flooring 1:2:4 ( 1cement : 2 coarse sand : 4 graded stone aggr.) finished with a floating coat of neat cement incl. cement slurry and curing complete but excluding cost of nosing of steps etc. complete :50mm with 20mm nominal size stone (Crusher) including curing.

44.2

505

22321

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Centring and shuttering including strutting, propping etc.and removal of form work for foundation, footings, bares of column etc. for mass concrete.

153.7

262

40315.51

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Extra for Centring and shuttering including strutting, propping etc.and removal of form work in circular work for foundation, footings, bares of column etc. for mass concrete.

106.11

52

5566.53

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Centring and shuttering including strutting, propping etc.and removal of form work for walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses.

1049.02

573

601980.13

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Extra for Centring and shuttering including strutting, propping etc.and removal of form work in circular work for walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses.

612.08

114

70248.42

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Centring and shuttering including strutting, propping etc.and removal of form work for suspended floor landings roofs balconies and access platform.

44.2

635

28093.52

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Centring and shuttering including strutting, propping etc.and removal of form work for Lintels, beams, plinth beams, girders, bress umers & canti levers.

111.61

502

56123.09

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Extra for Centring and shuttering including strutting, propping etc.and removal of form work in circular work for Lintels, beams, plinth beams, girders, bress umers & canti levers.

111.61

100

11224.62

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Centring and shuttering including strutting, propping etc.and removal of form work for Arches domes, valuts upto 6.0m span.

216.52

2086

451833.94

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Extra for arches, domes, vaults exceeding 6 m span.

82.84

1008

83540

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Centring and shuttering including strutting, propping etc.and removal of form work for edges of slabs and breaks in floors and walls (under 20cm wide).

322.45

242

78129.64

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Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.(for resirvior)

250

133

33325

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Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm.

426.51

91

39153.62

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12mm thick cement plaster with neat coat of cement in 1:3 mix (1 cement : 3 coarse sand). .including curing

867.09

343

298062.19

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12mm thick cement plaster in 1:4 mix (1 cement : 4 fine sand). .including curing

516.04

260

134196.2

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Extra for plaster in circular work.

801.06

35

28317.47

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Providing & mixing water proofing material 'impermo' or equivalent in cement concrete work @ 1kg/50kg of cement.

714

57

41340.6

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supply of cover L.D Rectangular 455 x 610 mm with frame including fixing etc.

43

1275

54825

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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete.

12.25

496

6083.96

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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm 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. angles 40x40x6mm for diagonal braces.

7.92

4352

34475.36

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Providing laying and fixing of GI pipe complete excluding cost of earthwork amd refilling etc for wash outlet/ supply etc complete job. 65mm dia nominal bore.

180

850

153000

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Providing laying and fixing of GI pipe complete excluding cost of earthwork amd refilling etc for wash outlet/ supply etc complete job. 50 mm dia nominal bore.

190

650

123500

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Providing and fixing 80mm dia GI bend for air exhaust for reservior.

35

350

12250

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Dry random rubble masonry with hard stone in foundation and plinth without bond stone.

100.5

2355

236772.97

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Filling available excavated earth ( excluding rock) in trenches, plinth side of foundationetc. In layer not excedding 20cm in depth , lead upto 50mtr and lift upto 1.5mtr

5573.12

163

913713.02

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Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, Earthwork and refilling etc . G.I Pipe 15mm ϕ

14448

20

292572

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Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, Earthwork and refilling etc . G.I Pipe 20mm ϕ

10594

20

214528.5

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Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, Earthwork and refilling etc . G.I Pipe 25mm ϕ

13300

30

407645

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Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, Earthwork and refilling etc . G.I Pipe 32mm ϕ

1550

30

47507.5

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Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, Earthwork and refilling etc . G.I Pipe 40mm ϕ

1700

40

69360

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Laying and fitting of HDPE pipes (all classes) complete excluding cost of pipes, Earthwork and refilling etc 75 mm ϕ

300

41

12300

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Laying and fitting of HDPE pipes (all classes) complete excluding cost of pipes, Earthwork and refilling etc 63 mm ϕ

1100

37

41580

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Laying and fitting of HDPE pipes (all classes) complete excluding cost of pipes, Earthwork and refilling etc 40 mm ϕ

2200

23

52360

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Laying and fitting of HDPE pipes (all classes) complete excluding cost of pipes, Earthwork and refilling etc 32mm ϕ

2400

16

40560

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Providing and fixing G.I. Union in G.I /HDPE. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 15 mm nominal bore.

150

259

38925

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Providing and fixing G.I. Union in G.I /HDPE. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 20 mm nominal bore.

160

315

50512

... More
Providing and fixing G.I. Union in G.I /HDPE. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 25 mm nominal bore.

180

355

64053

... More
Providing and fixing G.I. Union in G.I /HDPE. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 32 mm nominal bore.

60

409

24561

... More
Providing and fixing G.I. Union in G.I /HDPE. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 40 mm nominal bore.

80

492

39384

... More
Providing and fixing G.I. Union in G.I /HDPE. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 50 mm nominal bore.

50

648

32405

... More
Providing and fixing G.I. Union in G.I /HDPE. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 65 mm nominal bore.,

50

886

44312.5

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Providing fixing GI elbows/ reducer socket including cutting and threading the pipe 15 mm dia.

120

19

2280

... More
Providing fixing GI elbows/ reducer socket including cutting and threading the pipe 20 mm dia.

100

34

3400

... More
Providing fixing GI elbows/ reducer socket including cutting and threading the pipe 25 mm dia.

105

47

4935

... More
Providing fixing GI elbows/ reducer socket including cutting and threading the pipe 32 mm dia.

102

75

7650

... More
Providing fixing GI elbows/ reducer socket including cutting and threading the pipe 40 mm dia.

55

97

5335

... More
Providing fixing GI elbows/ reducer socket including cutting and threading the pipe 50 mm dia.

50

179

8950

... More
Providing fixing GI elbows/ reducer socket including cutting and threading the pipe 65 mm dia.

50

280

14000

... More
Providing fixing GI elbows/ reducer socket including cutting and threading the pipe 80 mm dia.

100

376

37600

... More
Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 20 mm dia

10

463

4636.5

... More
Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 25 mm dia

15

543

8157.75

... More
Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 32 mm dia

35

617

21623

... More
Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 40 mm dia

35

704

24664.5

... More
Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 50 mm dia

30

942

28282.5

... More
Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 65 mm dia

30

1568

47065.5

... More
Making connection of GI distribution branch with GI main of following sizes by providing and fixing Tee, union etc, including cutting and threading the pipe etc. complete 25 to 40 mm nominol bore

150

666

99937.5

... More
Making interconnection of G I distribution branch with G I Main by providing and fixing tee, union incl. cutting and threading of pipe etc complete 50mm to 80mm dia.

70

1268

88805.5

... More
Providing & Fixing brass bib cock of approved quality 15 mm nominal bore.

495

318

157830.75

... More
Providing & fixing brass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore.

495

309

153301.5

... More
Carriage of G.I pipes by Mechanical Transport incliding loading unloading & stacking from Procurment Jammu to road side of work average distance 220 Km.

77.8

1846

143695.82

... More
Carriage of G.I pipes by Manual Means incliding loading unloading & stacking from road side (to be identified by Engineer in charge) to site of work average distance 05 Km.

2069.7

2069

4283658.09

... More
Carriage of HDPE pipes by Mechanical Transport incliding loading unloading & stacking from Procurment Jammu to road side of work average distance 220 Km.

5.02

3544

17793.04

... More
Carriage of HDPE pipes by Manual Means incliding loading unloading & stacking from road side (to be identified by Engineer in charge) to site of work average distance 05 Km.

5.02

17042

85551.59

... More
Carriage of Cement & steel by Mechanical Transport including loading unoading & stacking from nearest market place (To be identified by engineer in charge) to road side of work at an average distance of 40 km.

101.59

464

47197.7

... More
Carriage of Cement by Manual means including loading unoading & stacking from road side (To be identified by engineer in charge) to site of work at an average distance of 08 km.

90.5

2571

232747.9

... More
Carriage of Steel by Manual means including loading unoading & stacking from road side (To be identified by engineer in charge) to site of work at an average distance of 08 km.

11.09

5524

61271.36

... More
Carriage of Sand & stone aggrigate upto 40mm nominal size (crshed) by Mechanical Transport including loading unoading & stacking from source (To be identified by engineer in charge) to road side of work at an average distance of 50 km.

325.7

609

198357.81

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Carriage of Sand & stone aggrigate upto 40mm nominal size (crshed) by Manual means including loading unoading & stacking from roadside (To be identified by engineer in charge) to site of work at an average distance of 08 km.

325.7

6501

2117434.33

... More
Carriage of stone aggrigate above 40mm nominal size (crshed) by Mechanical Transport including loading unoading & stacking from source (To be identified by engineer in charge) to road side of work at an average distance of 50 km.

58.15

661

38492.97

... More
Carriage of Stone aggrigate above 40mm nominal size (crshed) by Manual means including loading unoading & stacking from roadside (To be identified by engineer in charge) to site of work at an average distance of 08 km.

58.15

7027

408675.87

... More
Carriage of stone by Manual means including loading unloading & stacking from source (to be identified by Engineer in charge) to site of work at an average distance of 01 Km.

110.62

1102

122011.65



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