Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date31 Jan 2025
Closing Date14 Feb 2025
Tender Amount₹ 6,53,377.43 
This is an estimated amount, exact amount may vary.
Notes
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Costs

  • EMD

    ₹ 13,068
  • Document Cost

    ₹ 2,000
  • Tender Fee

    ₹ 295

Description

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(PHE USOR wef 01.09.2023 it No.29.19.2 extra for depth of manholes dismantling manhole size 120x90 ,above 90 cm depth

1.8

740

1332

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(PHE USOR wef 01.09.2023 it No.29.7.4 page 373 )Constructing Brick Masonry Manhole in Cement Mortar 1 :4 (1 cement : 4 fine sand) R.C.C. top slab 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1cement : 3 fine sand) finished with a floating coat of neat cement and making channels in CC 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including finishing the channel to shape, curing etc. (Excavationfoot rest and ex nside size 120x90 cm and 90 cm deep manhole including CI cover with frame (Heavy duty) 560 mm internal diameter total weight of cover and frame to be not less than (108+100) 208 kg.

2

33746

67492

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(PHE USOR we 03.07.2018 it No.29.9.2 Page No. 373) Extra for depth up to 1.00 m for man holes over item 15.2 120x90 cm size manhole over item.

1.8

8253

14855.4

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(PHE USOR wef 01.09.2023 it No.29.15Page No. 375) Making connection of drain or sewer line with existing service lines Manhole including breaking into and making good the walls, floors etc. with cement concrete 1 :2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), cement plastered with CM 1:3(1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels etc. complete.

2

384

768

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(PHE USOR wef 01.09.2023 it No. 15.18.1 Page No. 259) Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m lead as per direction of engineer-in- charge. Nominal concrete 1:3:6 or richer mix ( i/c equivalent design mix ) Slabs of manhole 4x[ ( 1.70 x 1.40 x 0.15) - ( 0.785 x 0.56 x0.56 x 0.15 ) ] = 1.28cum 8 x [ ( 1.70 X 1.70 X 0.15) - ( 0.785 X 0.56 X 0.56 X 0.15 ) ] = 3.17 cum Channels 4x1.20x0.75x0.10=0.36cum 8x1.5x1.25x0.10=1.5 cum

6.31

954

6019.74

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(PHE USOR wef 01.09.2023 it No. 15.15 Page No. 258) Demolishing Brick work in lime or cement mortar in any mix including stacking of serviceable material and disposal of unserviceable material with in 50 meter lead as per direction of engineer-in-charge. (In cement mortar) rect 4x[(1.66x1.36x0.40)-(1.20x0.90x0.40)]=1.88 cum circular 8x0.785{ (1.5x1.5)-(1x1)x0.45}=3.53 cum Avg Douter = (1.96+1.02)/2=1.49=1.5(say) Avg Dinner =(1.5+0.56)/2=1.03=1.00 (say)

5.41

740

4003.4

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(PHE USOR wef 01.09.2023 it No. 15.40.2 Page No. 262) Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20 % in foundation & plinth i/c curing etc. complete. iii. In Cement Mortar 1:4 rect 5x[(1.66x1.36x1.0)-(1.20x0.90x1.0)]=5.88 cum circular 12x0.785{ (1.5x1.5x0.85)-(1x1x0.85)}=10.00cum Total =15.88 cum

15.88

6226

98868.88

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(PHE USOR wef 01.09.2023 it No. 15.46.2 Page No. 263) 12mm thick cement plaster in single coat including finishing even, smooth and curing complete. (ii) 1:4(Cement 1: Sand 4) outer wall =5x2x(1.66+1.36)x1.0=30.20 sqm Internal wall= 5x2x(1.20+0.90)x1.0=21.00 sqm outer wall =12x3.14x1.5x0.85=48.04sqm nner wall= 12x3.14x1x0.85=32.02sqm Total=131.26 sqm

131.26

175

22970.5

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(PHE USOR wef 01.09.2023 it No.29.21.1 Page No. 376) Replacement of M.S. Foot rests in manhole including dismantling concrete block and fixing with 20x20x10 cm C.C. blocks of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

38

309

11742

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(PHE USOR wef 01.09.2023 it No. 15.24 Page No. 259) Providing & Fixing of stone slab 30 mm thick in cement mortar 1:6 (1 cement 6 sand) 12x2x0.35x1.10 = 9.24 sqm

9.24

185

1709.4

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(PHE USOR wef First Amendment 16.08.2024 it No29.25.5 Page No.377) Providing & fixing of ISI marked pre cast reinforced cement concrete manhole cover including frame and transporting at site, cost of all material etc. 560 mm dia heavy duty

8

2916

23328

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(PHE USOR wef 01.09.2023 it No. 15.30.1.4 Page No. 260) Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. In Plinth & foundation (ii) 1:2:4 (M-15) D.P.C. above top of C/R Brick wall 4x[(1.66x1.36x0.15)-(1.20x0.90x0.15)=0.70cum 8x0.785[(1.5x1.5x0.15)-(1x1x0.15)]=6.12 cum C.C. for rep. of channels 4x1.20x0.75x0.15=0.54 cum 8x1.5x1.25x0.20=3 cum C.C. around M.H. chamber on top of MH 4x([1.70x1.40x0.15)-(0.785x0.56x0.56x0.15)=1.28 cum 8[(1.70x1.70x0.15)-(0.785x0.56x0.56x0.15)]=3.17cum

14.81

5256

77841.36

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(PHE USOR wef 01.09.2023 it No. 15.12 Page No. 258) Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding watering and ramming .

52

31

1612

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(PHE USOR we 01.09.2023 it No. 29.27.2 Page No.377) Lifting & Placing of manhole cover during cleaning of chocked sewer line & manhole. 560 mm dia

20

41

820

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(PHE USOR we 01.09.2023 it No. 29.31.1 Page No. 377) (ii) to(v) Page No. 278-279) Making arrangement for dat (plugging of sewer) including all required material such as steel plate, manila rope, gunny bags, earth etc. or by and other plugging device with all required T & P and safety equipment including dewatering. (A) Depth upto 1.5 m (i) 100 mm dia

25

682

17050

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(ii) 150 mm dia

18

991

17838

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(iii) 600 mm dia

10

1938

19380

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(PHE USOR we 03.07.2018 it No.25.6 (a) Page No. 280) Cleaning of Silt, sludge brick bats, polythene bags, garbage etc. from chocked sewer manholes / sewer drains & Nallahs/ wet well of SPH/ Anaerobic & Facultative Pond of STP with all required T&P such as bucket, manila rope, and all required safety equipment such as safety belt, gas mask, oxygen cylinder etc. including disposal of silt/ sludge upto 50 mtr lead & 1.5 mtr. lift as directed by Engineer-in-Charge including dewatering but excluding dat plugging of sewer pipe line) 100 mm dia to 300 mm dia. Depth up to 1.5 mtr ( normal fond) 8X1.20X0.90X0.82 =7.08 cum 12x0.785x1.5x1.5x0.75=15.89 cum

22.97

550

12633.5

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(PHE USOR wef 01.09.2023 it No.29.33 Page No. 380) Cleaning of Silt, sludge brick bats, polythene bags, garbage etc. from chocked sewer line with all required T&P and Safety equipment such as bucket, manila rope, safety belt, gas mask, oxygen cylinder etc. including disposal of silt, sludge upto 50m lead & lift up to 1.5mtr. as directed by Engineer-in- Charge including dewatering but excluding dat (plugging of sewer pipe line) (A) Depth upto 1.5 mtr. (i) 150 mm dia (25.7.1)

648

51

33048

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(iv) 600 mm dia RCC ( Gravity Line)

355

557

197735

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(PHE USOR First Amendment 16.08.2024 it No.29.35.7 Page No. 383)Carriage of desilted sludge & other material from sewage components by mechanical transport including loading unloading & stacking etc. Distance upto 20 km

18.37

468

8597.16



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