Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Machinery and Tools
Eprocure
Opening Date21 Feb 2024
Closing Date4 Mar 2024
Tender Amount₹ 25,00,000 
Notes
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Costs

  • EMD

    ₹ 50,000
  • Document Cost

    ₹ 2,000
  • Tender Fee

    ₹ 500

Description

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BOQ Items

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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils upto 1.5 mtrs

7.56

1202

159

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Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

0.43

1296

3002

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Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix

2.63

11795

4485

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Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.

29.7

4247

143

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Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)

123

7872

64

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Providing, hoisting and fixing up to floor five level precast reinforced concrete work in Nominal M20 grade mix including cost of required centering, shuttering, finishing, smooth with 6 mm thick cement plaster 1:3 (1 cement: 3 fine sand) on exposed surface complete excluding cost of reinforcement

0.33

2109

6391

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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. up to 1.5 m All kinds of soils 1.2x1.2x.6

1.44

228

159

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Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

0.22

648

3002

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Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix long wall

0.11

484

4485

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short wall

0.11

484

4485

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cover ( no floor, PCC shall be finished)

0.14

645

4485

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Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. Long wall-2x2

2.16

308

143

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Short wall -2x2

2.16

308

143

1.44

205

143

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Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) taking steel @ 125 kg/cum of CC=0.36cum

45.25

2896

64

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Supplying and fixing Ferro cement cover with CI frame for chambers and MH of size 600x450 mm to withstand 3 t centre point load and minimum unfractired load of 1 t

1

1234

1234

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Cement plaster 1: 4, 20 mm th. on the outside and inside on RCC walls. Long walls-2x2

2.16

362

168

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short wall -2x24

2.16

362

168

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floor and cover -3

4.32

725

168

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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils , up to a depth of 1.5 m

4.73

752

159

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Add extra for additional foundation depth of 0.5 m over 1.5 m for extra 1.5 m or part there of beyond 1.5 m

1.58

300

190

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Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

0.63

1891

3002

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Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix Long walls 2

1.51

6772

4485

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short walls 2

1.08

4843

4485

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floor and cover

1.26

5651

4485

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Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. Long walls 2x2=4

15.12

2162

143

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short walls 2x2=4

10.8

1544

143

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cover 1

3.15

450

143

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Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) taking 125 kg/cum of CC

482.5

30880

64

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Supplying and fixing Ferro cement cover with CI frame for chambers and MH of size 600x450 mm to withstand 3 t centre point load and minimum unfractired load of 1 t

1

1234

1234

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Cement plaster 1: 4, 20 mm th. on the outside and inside on RCC walls. Long walls-2x2

15.12

2540

168

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short wall -2x24

10.8

1814

168

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cover -2

6.3

1058

168

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MS rungs to facilitate going down and coming up for operations.

10.57

782

74

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Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5Mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50Mtr. Hard / dense soil upto 1.50 mtr.

1.2

190

159

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Providing and laying cement 'concreting including curing, compaction etc. complete using stone aggregate 40 mm nominal size in foundation and plinth, excluding cost of shuttering, using 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate)

0.1

349

3497

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Providing & laying cement concrete for all RCC work including curing, compaction etc complete using stone aggregate 40mm nominal size (crusher broken) in foundation plinth, excluding the cost of shuttering using 1 cement : 1.5 sand : 3 aggregate

0.52

2323

4468

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P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. 50 mm dia.B class

4.5

2007

446

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Centering and shuttering with ply 'wood or steel sheets including 'strutting, propping, bracing 'bothways and removal of formwork 'for superstructure upto 4.5 m height above plinth level for walls (any thickness) including attached pilaster, buttresses etc Upto plinth level

5.28

755

143

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Labour and welding charges including cost of flanges

1

1000

1000

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Locking facility with MS box

50

3150

63

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Repair and extension of existing Pump House at Gajani Intake

1

401397

401397

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Repair and extension of existing Pump House at Chandawal HW

1

300000

300000



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