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 Date4 Jan 2025
Closing Date10 Jan 2025
Tender Amount₹ 24,55,000 
Notes
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Costs

Summary

01 No. Rcc Ground Service Reservoir 20000 Gallon Capacity Including Valve Pit Chamber, 20 Nos. Anchor Thrust Block, 01 No. Pump Room And Other Allied Works, And Laying Fitting Of Gi Pipes For Rising Main Of Water Supply Scheme Shiva Sharerna Lift Jjm

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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 ordinary Rock.

3.06

858

2627.16

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Dumping of stone and supply of astone in horizontal on level.

10.11

616

6231.8

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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.

22.22

4419

98209.07

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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).

7.97

4943

39398.9

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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 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggr. 40mm nominal size).

10.2

5849

59660.82

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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.

16.96

101

1724.83

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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)

153.35

50

7667.5

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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.

7.41

7192

53293.09

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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.

9.55

8457

80766.26

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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).

7.13

8953

63841.66

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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)

3.11

9458

29416.4

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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.

3313

79

262555.25

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Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)

15.39

6183

95167.91

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Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

15.39

1323

20370.97

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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. 40 mm nominal size).

16.77

4908

82310.51

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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.

62.42

505

31522.1

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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.

127.9

262

33548.17

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Extra for shuttering in circular work for foundation (@ 20% of shuttering items)

75.23

52

3945.81

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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.

203.29

573

116657.97

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Extra for shuttering in circular work for walls any thickness (@ 20% of shuttering items)

164.89

114

18924.43

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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.

23.41

635

14879.4

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

11.29

502

5677.18

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Extra for shuttering in circular work for lintel beam (@ 20% of shuttering items)

8.97

100

902.11

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

31.68

2086

66109.82

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

31.68

1008

31947.7

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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).

11.88

242

2878.52

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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)

232

133

30925.6

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Providing and fixing 110 mm air bend for air exhaust for Dome.

4

348

1392

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15 mm thick cement plaster in 1:6 mix (1 cement : 6 fine sand)incl curing.

159.64

278

44475.7

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15mm thick cement plaster wth neat coat of cement in 1:4 mix (1 cement : 4 fine sand).

239.43

300

71936.74

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

30.09

260

7824.9

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Extra for plaster in circular work.

239.43

34

8224.42

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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.

120

57

6948

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Finishing walls with water proofing cement paint of approved brand & manifacture to give an even shade. New work (Two or more coats applied @ 3.84 kg/10 Sqm.

87.22

91

8006.8

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Providing and laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

4.04

310

1254.62

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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

10.03

496

4981.4

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Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm deep chase.

21.94

217

4781.82

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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

0.72

4352

3134.12

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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.

50

161

8062.5

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Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately) Second class deodar wood.

7.02

3818

26806.22

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Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Second Class deodar wood.

1.95

3090

6025.7

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Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge Second class deodar wood.

3.76

4368

16423.68

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10cm thick (average) mud phaska of damped brick earth on roofs laid toslope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with specified tile bricks grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finishing neat. With common burnt clay (non modular) brick tiles of class

29.26

847

24792

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White washing with lime to give an even shade on New Work (three or more coats)

84.85

27

2337.62

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Providing & fixing Glass strips 4 mm thick 40 mm deep.

125.2

17

2128.4

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Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content.With water thinnable cement primer on wall surface havingVOC content less than 50 grams/liter

16.72

59

994.84

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work.

16.72

121

2039

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Provision for electrification fitting including MCB, LED bulb, fan, exhaust etc as per direction of Engineer in charge and other necessesry items.

1

40000

40000

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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

345.6

163

56661.12

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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 100mm ϕ.

1500

107

161550

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

30

2355

70678.5

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

14.85

1846

27427.8

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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 02 Km.

14.85

896

13307.09

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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 27 km.

24.4

334

8150.33

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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 01 km.

24.4

400

9769.76

... 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 01 km..

3.55

860

3053.43

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Carriage of Bricks by Mechanical Transport including loading unoading & stacking from samba/jammu (To be identified by engineer in charge) to road side of work at an average distance of 180 km.

7.24

5773

41799.13

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Carriage of Bricks 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 01 km.

7.24

1008

7300.31

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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 25 km.

109.07

375

40981.96

... More
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 01 km.

109.07

937

102261.85

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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 0.50 Km.

40.11

635

25489.1



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