UP Jal Nigam Tender

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UP Jal Nigam - UPJN Tender

Works
Water Storage And Supply
Eprocure
Opening Date8 Jun 2018
Closing Date3 Jul 2018
Tender Amount₹ 4,28,29,476 
Notes
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Costs

Summary

Construction of Main Pumping Station and Laying of PSC Rising Main in Firozabad Sewerage Scheme

Description

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Documents
Tender Notice for Construction of Main Pumping Station and Laying of PSC Rising Main in Firozabad Sewerage Scheme Under UIDSSMT/State Sector Programme
Bill of Quantity for Construction of Main Pumping Station and Laying of PSC Rising Main in Firozabad Sewerage Scheme Under UIDSSMT/State Sector Programme
Tender Document for Construction of Main Pumping Station and Laying of PSC Rising Main in Firozabad Sewerage Scheme Under UIDSSMT/State Sector Programme
Report Missing Document

BOQ Items

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DO_NOT_SHOW

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View all details for FREE
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0.00-1.50 BGL.

83.72

879525

10505.56

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(i) 1000mm dia sluice valve

1

647000

647000

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PCC in 1:4:8 cement, course and & 20 mm gauge stone ballast for base concrete of sump including supply of all material labour T&P etc. required for proper complete of the work. 12 m BGL

42.51

244159

5743.57

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ISMB 350-140 with ISMC 250

6500

503100

77.4

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Disposal of surplus earth from the site of work by Truc/Tractor Trolly upto a distance of 1 km. As directed by Engineer incharge including loading , unloading and certing etc. all complete. (3.14x1.4x1.4x900)/4

1385

222458

160.62

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Mild steel or iron work in RCC required to shape as necessary including bending for proper completion of the work including supply of steel

1177

74751

63.51

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0.00-1.50 BGL.

569.91

107707

188.99

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Provide all material labour & T&P for making connection to inlet of STP with rising main including required pipe & specials.

1

1620000

1620000

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Excavation of earth in ordinary soil for laying of 870mm dia P.S.C. including cutting of joints, pits, levelling and dressing, watering and ramming and disposal of surplus earth and other dismantled material upto distance of 50m.

-

-

-

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Construction of LT panel room 3.20 m Hight Building as per direction of engineer incharge including supply of all material labour T&P etc. required for proper completion of the work.

52

692120

13310

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Disposal of surplus earth by truck/Tractor Trolly upto a distance of 1 km from site including ecavation, loading, unloading and filling etc. all complete 70% of the total quantity of item No. 1

157.5

25297

160.62

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4.50-6.00 BGL

42

494181

11766.23

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4.50-6.00 BGL

45

15750

350.02

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Construciton of G.I. Chain Link fencing with 50x50x6 mm ms angle iron post for Transformer as per direction of engineer incharge including supply of all material labour T&P etc. required for proper completion of the work.

40

58000

1450

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RISING MAIN FROM MPS to STP

-

-

-

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Disposal of surplus earth by truck/Tractor Trolly upto a distance of 1 km from site including ecavation, loading, unloading and filling etc. all complete 70% of the total quantity of item No. 1

2351.15

377641

160.62

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Sump Well Survey investigation including soil testing up to required depth and design of works included in the tender documents and construction of all civil engineering works for circular/rectangular MPS (capacity as per data given below) at village Sofipur, Firozabad including all the ancillary structures. Buildings such as inlet chamber including RCF screen channel for two number mechanically operated screen, valve chamber, sump well with framed structure in and over sump well having all walk ways, railing, stairs, ramp, with arrangement for fixing Gantry for pumps complete work with all the pump foundations and painting of all structures with apex paint of approved colour. Including permanent type display/ sign board, fire fighting arrangement, land scaping, site development etc. It should consist of making bypass arrangement approx. 100 m length (while MPS is not in working position along with UPPCL Meter HT Panel room, Transformer and DG set foundation, LT panel room with proper space for starter panel and starter as per design and site requirement. Av. Design Discharge = 67.00 MLD Peak factor = 2.25 Peak Discharge = 150.75 MLD Detention Time = 3.75 minute Existing Ground Level = 158.27 M Finished Ground Level after construction = 158.57 M Floor Level/ Plinth Level of all buildings = 159.07M Dia of incoming sewer = 1600 mm Invert level of incoming sewer = 152.85 M Invert level of wet well as per Design

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-

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4.50-6.00 BGL

494.84

173203

350.02

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0.00-1.50 BGL.

45

8504

188.99

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Supply of specials for the above pipe @ 10% of item no 21.3

12865500

1286550

0.1

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Screening Chamber & Valve Chamber Excavation of following depth below ground level for laying sewer, manhole, Gully pits, chamber, supms etc. in ordinary soil (earth, sand loan and clay) including of joints pits, trimming, leveling, refilling of trenches in 20 cm layers watering & ramming the same including removal of surplus earth or other dismantled materials upto a distance of 50 meters from the entre of trenches.

-

-

-

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b- Sluice valve chamber

1

14476

14476.96

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(ii) 100mm dia Air valve

2

31872

15936

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9.00-10.50 BGL

182.98

2691229

14707.78

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1.50-3.00 BGL

45

10710

238.01

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Supply & fixing of sluice gate with spindal upto top of sump well with oprating arrengement (700mm X 700mm)

2

500000

250000

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Supply & fixing of 3.60m wide gate with R.C.C. pillar including base concret in 12:6:1 brick work in 1:6, plaster, R.C.C., M.S. iron work in pillars, painting on the gate with 1 coat primer, fixing bulve point & switch & 15mm dia P.V.C. pipe in pillars including supply of all materials, labour T&P etc. comlete (Wt. of gate 2.50 Qtl.)

1

36042

36042.32

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6.00-7.50 BGL

471

215506

457.55

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7.50-9.00 BGL

38.86

530719

13657.23

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3.00-4.50 BGL.

25

281023

11240.95

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1.50-3.0m depth (900x2.00x0.90)

1620

385576

238.01

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Supply and fixing of 40 mm GI pipe railing in two rows at top of well and working platform.

60

150000

2500

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M.S. or iron work in plain work such as RCC or RB work (When not included in over all rates) brought to required shape as necessary including binding for proper completion of the work including supply of steel and wastage.

18369

1173044

63.86

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Supply and fixing of girder and pully for taking out sludge as per requirement including cost of cutting and wastage and direction of engineer in charge.

-

-

-

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a- Air valve chamber

2

11565

5782.63

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(I)Supply of 1200mm dia PSC pipe including freight, insurance charges and cartage upto store etc. complete

900

12865500

14295

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Provision for bye pass arrangement for sewer for the time MPS is not working position. (100 m approx)

100

1500000

15000

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Supply of following sizes of CI D/F sluice valves/Air valves as per IS 780-1960 tested to 10 Kg/sqm including fixing jointing & testing complete.

-

-

-

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RCC with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:2:4 in thrust block of pipe line excluding supply of reinforcement and its bending but including its fixing and binding the same 0.50mm thick binding wire in position and necessary.

15

114295

7619.69

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1.50-3.00 BGL

544.3

129548

238.01

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0-1.50m depth (900x2.50x1.5m)

3375

637841

188.99

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Supply of all materials and fixing SS ladder with SS pipe railing fixed on landing.

7

35000

5000

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M.S. or iron work in plain work such as RCC or RB work (When not included in over all rates) brought to required shape as necessary including bending for proper completion of the work including supply of steel and wastage.

72377

4621995

63.86

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6.00-7.50 BGL

45

20589

457.55

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3.00-4.50 BGL

38.86

436823

11240.95

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Girder with well pully

350

27090

77.4

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Supply and fixing of girder and pully for taking out sludge as per requirement including cost of cutting and wastage and direction of engineer in charge.

-

-

-

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Construciton of 23 cm thick 1:50m height brick masonary boundary wall with 23x23cm R.C.C. column @ 3m c/c as per direction of engineer incharge including supply of all material labour T&P etc. completion with apex painting two coats.

120

933112

7775.94

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1.50-3.00 BGL.

25

270518

10820.73

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3.00-4.50 BGL

519.28

155327

299.12

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Cement concrete with 20 mm gauge approved stone ballast coarse sand and cement in proportation 8:4:1 in foundation including supply all materials labour, T&P etc. required for proper completion of the work 8m BGL.

15

86153

5743.57

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RCC work with cement, coarse sand and 20 mm gauge approved stone ballast in proporation of 1:1.5:3 in walls and floor of screening chambers excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick bindihng wire (to be supplied by the contractors) and including supply of all materials, labour, T&P etc. required for proper completion of work.

-

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-

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1.50-3.00 BGL

38.86

420493

10820.73

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Water proofing compound (1% of 50 kg cement bags)

2776

222080

80

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Supply of all material, labour T&P and construct masonary type sluice valve/air valve chamber

-

-

-

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6.00-7.50 BGL

38.86

489895

12606.67

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Barricating of Road, caution boards, night lamp and watch & ward

900

28827

32.03

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Building for E&M Equipments, Boundary Wall, Gate & Approch Road

-

-

-

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Supply and fixing of 40 mm G.I. pipe railing around secreen chamber in two rows.

30

75000

2500

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RCC work with cement, coarse sand and 20 mm gauge approved stone ballast in proporation of 1:1.5:3 in wells and floor of pumping station excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick bindihng wire (to be supplied by the contractors) and including supply of all materials, labour, T&P etc. required for proper completion of work for vertical wall base of sump, pump

-

-

-

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9.00-10.50 BGL

311.72

232543

746

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(I)Carting, laying and jointing of the 1200mm dia PSC pipe into trenches including cost of jointing, labour, T&P etc. complete.

900

4060890

4512.1

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Supply of all materials and fixing SS ladder with GI pipe railing fixed on landing (2nos.-12.5m each.)

25

125000

5000

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Provision of MS grill cover on working platform.

7350

533095

72.53

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Supply and fixing of S.S. screen made of 50x10mm flat and clear opening 20 mm of size.

480

216000

450

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Construction of Platform for Transformer in brick work and C.C. as per direction of engineer incharge including supply of all material labour T&P etc. required for proper completion of the work with collapsiable shutter, window plastering and painting.

2

20000

10000

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Construciton of C.C. approch road with 10cm thick C.C. in 1:2:4 over 10cm thick P.C.C. in 1:4:8 including supply of all materials, labour, T&P etc. requried for proper completion of the work.

90

107541

1194.9

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3.00-4.50 BGL

45

13460

299.12

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0.00-1.50 BGL.

25

262639

10505.56



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