Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Civil And Construction
Water Storage And Supply
Eprocure
Opening Date13 Jun 2022
Closing Date8 Aug 2022
Tender Amount₹ 1,43,47,000 
Notes
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Costs

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BOQ Items

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DO_NOT_SHOW

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View all details for FREE
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Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :

-

-

-

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All kinds of soil

3.41

-

81.65

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Ordinary Rock

5.1

-

146.45

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Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed ( 1 meter from cutting edge )

-

-

-

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All kinds of soil

1198.72

-

436

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Ordinary Rock

1647.76

-

841.6

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Providing and laying of dry stone solling tightly hand packed on horizontal levels.

52.51

-

1320

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:

-

-

-

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1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

47.26

-

4861.62

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1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

105.33

-

6465.2

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Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level

-

-

-

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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

63.07

-

7800.76

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Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.

-

-

-

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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

84.74

-

9408.14

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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

-

-

-

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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

9.96

-

9849.35

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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)

4.98

-

11350.38

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Centering and shuttering including strutting, propping etc. and removal of form for:

-

-

-

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Foundations, footings, bases of columns etc. for mass concrete.

373.65

-

262.3

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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc

768.13

-

573.85

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Lintel, beams, plinth beams, girders, bressumers and cantilevers

13.01

-

502.85

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Suspended floors, roofs, landings, balconies and access platforms.

63.53

-

731.75

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Arches, domes, vaults upto 6 m span

39.81

-

2086.8

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Extra for arches, domes, vaults exceeding 6 m span

39.81

-

1008.45

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Extra for shuttering in circular work (20% of respective centering and Shuttering items)

-

-

-

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Foundation

1.52

-

52.46

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Walls

27.63

-

114.77

2.6

-

100.57

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12mm Cement plaster finished with a floating coat of neat cement of mix:

-

-

-

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1 : 3 ( 1 cement : 3 fine sand)

948.25

-

378.13

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1 : 4 ( 1 cement : 4 coarse sand)

180

-

286.06

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1 : 6 ( 1 cement : 6 fine sand)

142.29

-

265.93

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level

-

-

-

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Hot rolled deformed bars

14145

-

87.18

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P/ F of 3 No. M.S lid , 6 no. MS ventilators, 4 No. MS Ladders, sluice valves / Gate valves required , bends/ tees/ nipples required for connecting the structures with the supply/ intake mains incld welding charges if required at site complete job

1

-

120000

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P/ M of water proofing compound to cement concrete @ 1kg/50 kg 0f cement.

1062.09

-

57.9

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Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. ( Welded)

5420

-

120.71

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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

4918

-

107.58

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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.

160

-

1116.12

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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm

360

-

953.55

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.

-

-

-

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Two or more coats on new work

412

-

121.95

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Providing & laying of filter media effective size of sand varies from 0.45 mm to 0.70 mm having uniformity coefficient between 1.30 to 1.75 & should be dust free & free from other organic impurities to be obtained from Ganderbal Nallah & the size of gravel should varry from 2mm to 40mm incld all carriages complete.

2796.55

-

280

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Providing/ Laying of Baramullah slabs

710

-

180

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Filling available excavted earth (excld. rock) in trenches plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering lead upto 50 m, & lift upto 1.5 m.

2480.42

-

198.7

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Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe)

158.1

-

245.55

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Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket.

-

-

-

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100 mm dia

190

-

89.7

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Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.

-

-

-

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15 mm dia. G.I. pipes

1250

-

20.25

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20 mm dia. G.I. pipes

1570

-

20.25

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25 mm dia. G.I. pipes

1800

-

30.65

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40 mm dia. G.I. pipes

2200

-

40.8

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50 mm dia. G.I. pipes

1500

-

40.8

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P/f o f MS flanges to the G I pipe , including cost of flanges, welding charges and L/F charges complete.

-

-

-

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65 mm dia GI pipe

696

-

1200

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80 mm dia G.I pipe

154

-

1400

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Providing / fixing of D.I/G.I bends ,Tees, Unions, Elbows, Nipples etc.

-

-

-

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100 mm dia D.I bends/tees

7

-

1500

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80 mm dia Di bends / tees

10

-

1300

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80 mm dia G.I bends / tees

20

-

1200

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65 mm dia GI bends/ tees

20

-

900

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50 mm dia G.I bends/ tees

12

-

800

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40 mm dia G.I unions

6

-

400

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50 mm dia unions

12

-

500

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65 mm dia unions

6

-

650

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25 mm dia G.I unions

50

-

300

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20/ 15 mm GI unions

60

-

250

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25/20/ 15 mm tees

130

-

240

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40/25/20 mm elbows

150

-

200

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Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge :

-

-

-

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15 mm to 40 mm nominal bore.

470

-

99.75

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Above 40 mm nominal bore

200

-

110.65

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Hand-packing stones in wire-crates; excluding cost of crates and stones

42.75

-

337.45

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Engagement of Laboures for extraction of stones from different spots along the Nallah including carriage of stones from the extraction site upto the actual site of work by manual means for an average lead of 500 m.

119

-

691

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Cost of wire Crates (100 mm x 100 mm Aperture, 4mm dia mild steel wire ) including all carriages (H.l +M.T)

912

-

25

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Finishing walls with textured exterior paint of required shade on New work (two or more coats applied @ 3.28 liter/10sqm) over and including base coat of exterior primer applied @ 2.20kg/10sqm

850

-

228.55

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By Mechanical Transport including loading, unloading and stacking

-

-

-

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100 mm dia D.I / G.I Pipes ( 35 kms)

1000

-

12.04

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Below 100 mm G.I Pipes ( 35 kms)

32.98

-

490.13

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Cement and Steel (35 Kms)

20.79

-

490.12

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Cement and Steel (38 Kms)

131.9

-

516.61

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Sand, stone aggregate below 40 mm nominal size (35 Kms)

58.57

-

551.33

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Sand, stone aggregate below 40 mm nominal size (38 Kms)

396.63

-

581.14

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Stone aggregate 40 mm nominal size and above ( 35 Kms)

7.59

-

599.28

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Stone aggregate 40 mm nominal size and above ( 38 Kms)

42.53

-

631.67

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By Manual Labour including loading, unloading and stacking

-

-

-

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100 mm dia D.I / G.I Pipes ( 4000 m )

1023.32

-

52.15

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Below 100 mm G.I Pipes ( 4000 m )

32.98

-

1030.52

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Cement (2000m )

105.91

-

817.19

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Steel (2000m)

19.04

-

1755.5

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Sand, stone aggregate below 40 mm nominal size (2000 m )

405.04

-

1992.24

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Stone aggregate 40 mm nominal size and above ( 2000 m )

42.53

-

2153.67

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Stone Soling /Stones (2000 m )

47.97

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2343.7



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