UP Jal Nigam Tender

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UP Jal Nigam - UPJN Tender

Works
Eprocure
Opening Date22 Jun 2020
Closing Date7 Jul 2020
Tender Amount₹ 1,73,76,952 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Drilling of Initial Pilot Bore having 200 mm dia from G.L to 140 m BGL

140

-

1705

... More
Reamiing of 500 mm dia bore from G.L to 65 m BGL

65

-

625

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Reaming of 450 mm dia bore from 65 m BGL to 140m BGL

75

-

575

... More
LOWERING OF TUBEWELL BORE

-

-

-

... More
200 mm dia MS Housing pipe from G.L to 60m BGL

60

-

319

... More
150 mm dia MS Plain/Slotted pipe from 60m BGL to 120 m BGL

60

-

270

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SHROUNDING OF PEA-GRAVEL

-

-

-

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1.6 mm to 4.8 mm size pea gravel supply duly screened and washed

35

-

6175

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TUBE WELL ASSEMBLY :

-

-

-

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200 mm.dia size M.S. MERW housingpipe 7.1 mm. Thick

60

-

2422

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150 mm.dia M.S. size MSERW 7.1MM thick slotted pipe

30

-

2660

... More
150 mm.dia M.S. size MSERW 7.1MM thick plain pipe

30

-

1805

... More
200mm X 150 DIA MS Reducer 12mm thick as per IS 226

1

-

3943

... More
200 mm size MS well cap 12mm thick

1

-

1206

... More
200 mm dia MS ring 12mm thick 150mm wide

10

-

1526

... More
150 mm dia MS ring 12mm thick 150 mm wide

40

-

1206.5

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200 mm dia size MS DI Clamp 12 mm thick as per IS 226

1

-

2185

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TW assembly support made of ISBM 200 Gurder

1

-

12825

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150 mm dia MS Bail plug 12mm thick

1

-

1639

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Center guide

10

-

874

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DEVELOPMNET OF TUBE WELL

-

-

-

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TRANSPORTATION OF 350 PSI AIR COMPRESSOR

1

-

14950

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Development of Tube well by 350 PSI AIR COMPRESSOR including Supply of Sodiam Hexameta Phosphate .

50

-

3917

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DEVELOPMENT OF TUBE WELL BY 2 CUSEC O.P. UNIT:-

-

-

-

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TRANSPORTATION OF O.P. UNIT

1

-

14950

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Development of Tube well by O.P. Unit as per IS 2800

100

-

924

-

-

-

... More
Resistivity survey of site before construction of tubewell including labour and T&P etc complete in all respect

1

-

5500

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Electrical Logging of the Bore & Yield Test of TW

1

-

18000

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Chemical and Bacteriological test.

1

-

1188

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SITC of 500 LPM, 55 meter head, & 12.5 H.P. Submersible clear water pumping plant suitable to operate on 415 + 5% volt 50 hz., 3 phase A.C. supply. (As per IS 8034-1989)including 6mm sq. Sub. cable (100 mtr.), with control panel (Soft starter), PLC/RTU with GSM based for SCADA, pressure transmmiter, LED Screen 17" with Computer and Printer for data collection, OHT level sensor connected with SCADA and Misc. item such as cutout, protection ring, insulation rubber sheet in all respect with required material T & P labour etc.

1

-

185535

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Supplying of one set spare pumping plant of 500 LPM, 55 meter head 12.5 H.P. Submersible clear water pumping plant suitable to operate on 415 + 6% volt 50 hz., 3 phase A.C. supply.

1

-

75097

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CE/UL approved manufacturer's Electro Magnetic Flow meter of 100 mm dia

1

-

76000

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SITC of Main Piping & Valves of 100 mm dia with 36 mtr. Column pipe, Electronic type Chlorinating plant Power wiring, earthing, Printing, Tools sets, wiring of pump house (Internal & External) Chain Pulley block and gauges complete in all respect with all required materila, T&P labour

1

-

174743

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Supply & fixing of 11 KV/0.44 KV sub station with 25 KVA Transformer, 44, energy meter, cable, security charge, system loading charge etc. Complete in all respect.

1

-

513319

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Supply & installation of 20 KVA automatic voltage stablizer for input voltage 200 to 480 volt working on 415± 1% voltage for 10 KW load

1

-

114000

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Water works campus with Solar Panel & LED light

1

-

28500

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Running and maitainance of pumping plant for 3 months including expenditure of staff and chlorilation for R&M.

3

-

24083

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Construction of Pump House (1 No.) Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge.

30

-

161.01

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25 mm thick Concrete with 40mm gauge 1st class brick ballast local sand cement in proportion (8:4:1) in foundation including supply of all material labour T&P etc required for proper completion of work.

4.5

-

2251.5

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1st class brick work in 1:6 cement and local sand motor in foundation and plinth including supply of all material labour T&P etc required for proper completion of work.

12

-

3895

... More
20 mm thick D.P.C. With cement and approved coarse sand 1:2 including 5% water proofing material in proportion as specified for proper completion of the work including ciring and shuttering as necessary .

5

-

180.5

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1st class brick work in 1:6 cement and local sand motor in Super structer including supply of all material labour T&P etc required for proper completion of work.( One brick thick)

13

-

4165

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1st class brick work in 1:6 cement and local sand motor in Super structer including supply of all material labour T&P etc required for proper completion of work.( half brick thick)

1.5

-

4290

... More
MS angle iron angle at of 40mm x 40 mm x 6mm size door chaukhat, window chaukhat supply and fixing including simple moulding straight work as in chaukat including supply & fixing of holdfast and125 mm heavy duty hinges etc complete.

2.25

-

5500

... More
MS angle iron angle at of 40mm x 40 mm x 6mm size supply and fixing including simple moulding straight work as in chaukat including supply & fixing of holdfast and125 mm heavy duty hinges etc complete.

0.45

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5500

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Provide 10mm thick plaster 1:2 in cement and coarse sand over RCC roof including cleaning and washing the dust or any other foreign material including supply of all material labour T&P etc required for proper completion of work

23

-

128

... More
12 mm thick plaster in 1:6 with cement and local sand mortar over brick work minimum thickness not to be less than 10mm including supply of all material labour T&P etc required for proper completion of work.

100

-

108.57

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12 mm thick plaster in 1:6 with cement and local sand mortar over rough surface of one brick work minimum thickness not to be less than 10mm including supply of all material labour T&P etc required for proper completion of work.

90

-

123.08

... More
12 mm thick plaster in 1:3 with cement and local sand mortar over one brick work minimum thickness not to be less than 10mm thick om cilling including supply of all material labour T&P etc required for proper completion of work

25

-

128

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R.C.C. in beam - Varanda cement coarse sand and 20 mm gauge approved stone blast in proper ration of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding with 0.5mm thick binding wire centring and shuttering supply of all material labour T&P etc.

0.32

-

8075

... More
R.C.C. in Lintal cement coarse sand and 20 mm gauge approved stone blast in proper ration of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding with 0.5mm thick binding wire centring and shuttering supply of all material labour T&P etc.

0.9

-

8075

... More
R.C.C. in Slab - Chajha cement coarse sand and 20 mm gauge approved stone blast in proper ration of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding with 0.5mm thick binding wire centring and shuttering supply of all material labour T&P etc.

4.9

-

7657

... More
Cement concrete with 40mm gauge approved stone ballast coarse sand and cement in porportion (4:2:1) including supply of all material labour T&P etc required for proper completion of work.

0.5

-

6745

... More
20mm thick cement plaster consisting of cement and coarse sand laid pannel finished in 3mm floating coat of neat cement including supply of all material labour T&P etc required for proper completion of work.

3

-

266.67

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25 mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20mm gauge stone ballast laid in pannel finished with 3mm floating coat of neat cement marble dust in 1:5 as specified including 75mm thick base concrete consisting of cement local sand and 1st class brick ballast 40mm gauge in the porportion of 1:4:8 and removing any over lapping and mortar at the joint of the pannel if any giving them uniform finish ncluding supply of all material labour T&P etc required for proper completion of work.

38

-

571.43

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1mm thick MS sheet pannel in door, window ventilater wrought to required form ncluding supply of all material labour T&P etc required for proper completion of work

2.25

-

5500

... More
Painting and varnishing new iron work in small areas or new MS work with one coat priming and 2 coat of approved paint or varnish ncluding supply of all material labour T&P etc required for proper completion of work

22

-

155

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Supply of rolled steel joist complete size 200 mm x100mm

1.3

-

5500

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20 mm wide drip coarse with cement mortar in porportion of 1:3 with cement and local sand

15

-

15

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Construction of 100mm wide 25mm thick PCC drain i n porportion of 1:2:4 cement coarse sand 20mm stone ballast over base concrete in porportion of 1:4:8 cement local sand and 40mm gauge brick ballast ncluding supply of all material labour T&P etc required for proper completion of work

28

-

280

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Earth filling in plinth including supply of necessary quantity of earth, distance not exceeding 8 km from the site of work including watering, ramming, compacting, dressing etc. For proper completion of work.

12.56

-

251.43

... More
Supply and fixing of rain water 110 mm PVC pipe with bend clamp etc all complete.

7.5

-

248.62

... More
Finishing wall with water proof cement paint of approved make and qualitiy over one priming coat of newwork with 2 coat to give an even shade including prepartion of surface ncluding supply of all material labour T&P etc required for proper completion of work White cement

115

-

34.28

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1mm thick approved putty.

115

-

44.2

... More
Apex ultima (2 coat)

115

-

118.15

... More
Finishing wall with premium acrylic smooth exterior paint with silicon additives of required shade (other plaster area)

100

-

309.3

... More
Supply and fixing of cement jali 30cm x 40 cm at the floor level in the choloronome for proper ventilation

2

-

148.68

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Construction of bypass chamber, excavation including supply of all material labour T&P etc required for proper completion of work

1

-

14000

... More
Supply and fixing of 900 V-notch 4mm thick MS plate with sharp edged & sacale etc complete as per direction of engineer in charge

1

-

2100

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Constuction of Boundary Wall (1 No.) Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge.

90

-

161.01

... More
Concrete with 40mm gauge 1st class brick ballast local sand cement in proportion (8:4:1) in foundation including supply of all material labour T&P etc required for proper completion of work.

12.35

-

2251.5

... More
1st class brick work in 1:6 cement and local sand motor in foundation and plinth including supply of all material labour T&P etc required for proper completion of work.

70.26

-

3895

... More
20 mm thick D.P.C. With cement and approved coarse sand 1:2 including 5% water proofing material in proportion as specified for proper completion of the work including ciring and shuttering as necessary .

55.25

-

180.5

... More
1st class brick work in 1:6 cement and local sand motor in Super structer including supply of all material labour T&P etc required for proper completion of work.( One brick thick).

4.34

-

4165

... More
1st class brick work in 1:6 cement and local sand motor in Super structer including supply of all material labour T&P etc required for proper completion of work.( half brick thick).

22.24

-

4290

... More
12 mm thick plaster in 1:4 with cement and local sand mortar over rough surface of one brick work minimum thickness not to be less than 10mm including supply of all material labour T&P etc required for proper completion of work.

465

-

108.57

... More
R.C.C. in coaping cement coarse sand and 20 mm gauge approved stone blast in proper ration of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding with 0.5mm thick binding wire centring and shuttering supply of all material labour T&P etc.

4.24

-

109.57

... More
Supply & fixing of 3.6m wide gate with 1.2 m wicket gate with column.

1

-

28000

... More
Finishing wall with water proof cement paint of approved make and qualitiy over one priming coat of newwork with 2 coat to give an even shade including prepartion of surface ncluding supply of all material labour T&P etc required for proper completion of work White cement

465

-

34.28

... More
1mm thick approved putty.

465

-

44.28

... More
Apex ultima (2 coat)

465

-

118.15

... More
Constuction of Staff Quarter Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge.

24.1

-

161.01

... More
Concrete with 40mm gauge 1st class brick ballast local sand cement in proportion (8:4:1) in foundation including supply of all material labour T&P etc required for proper completion of work.

4.95

-

2251.5

... More
1st class brick work in 1:6 cement and local sand motor in foundation and plinth including supply of all material labour T&P etc required for proper completion of work.

17.06

-

3895

... More
1st class brick work in 1:6 cement and local sand motor in Super structer including supply of all material labour T&P etc required for proper completion of work.( One brick thick).

30.01

-

4165

... More
1st class brick work in 1:4 cement and local sand motor in Super structer including supply of all material labour T&P etc required for proper completion of work.( half brick thick).

1.61

-

4290

... More
20 mm thick D.P.C. With cement and approved coarse sand 1:2 including 5% water proofing material in proportion as specified for proper completion of the work including ciring and shuttering as necessary .

10.78

-

180.5

... More
R.C.C. in Beam - Lintal cement coarse sand and 20 mm gauge approved stone blast in proper ration of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding with 0.5mm thick binding wire centring and shuttering supply of all material labour T&P etc.

0.58

-

8075

... More
R.C.C. in Slab - Chajha cement coarse sand and 20 mm gauge approved stone blast in proper ration of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding with 0.5mm thick binding wire centring and shuttering supply of all material labour T&P etc.

4.94

-

7657

... More
Mild steel or iron work in plain work such as RCC or RB work wourght to required shape as necessary including bending for proper completion of work including .

4.36

-

5088.2

... More
Cement Concrete with 20mm gauge approved stone ballast coarse sand and cement in porportion (4:2:1) including supply of all material labour T&P etc required for proper completion of work for fixing of holdfast

0.4

-

6745

... More
MS angle iron angle at of 40mm x 40 mm x 6mm size door chaukhat supply and fixing including simple moulding straight work as in chaukat including supply & fixing of holdfast and 125 mm heavy duty hinges etc complete.

1.35

-

5500

... More
MS angle iron angle at of 40mm x 40 mm x 6mm size window chaukhat supply and fixing including simple moulding straight work as in chaukat including supply & fixing of holdfast and 125 mm heavy duty hinges etc complete.

2.35

-

5500

... More
1mm thick MS sheet pannel in door, window ventilater wrought to required form ncluding supply of all material labour T&P etc required for proper completion of work

44

-

2285.71

... More
Providing and fix MS squire bar ventilater over opening including supply of all material labour T&P etc required for proper completion of work. 300 x 300 mm (3Kg. each)

0.09

-

5500

... More
12 mm thick plaster in 1:6 with cement and local sand mortar over brick work minimum thickness not to be less than 10mm including supply of all material labour T&P etc required for proper completion of work

93.15

-

108.57

... More
12 mm thick plaster in 1:6 with cement and local sand mortar over rough surface of one brick work minimum thickness not to be less than 10mm including supply of all material labour T&P etc required for proper completion of work

162.99

-

123.09

... More
20 mm thick cement plaster consisting of cement and coarse sand laid pannel finished in 3mm sloating coat of need cement including supply of all material labour T&P etc required for proper completion of work

18.58

-

266.67

... More
Earth filling in plinth including supply of necessary quantity of earth, distance not exceeding 8 km from the site of work including watering, ramming, compacting, dressing etc. For proper completion of work.

16.36

-

251.43

... More
25 mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20mm gauge stone ballast laid in pannel finished with 3mm floating coat of neat cement marble dust in 1:5 as specified including 75mm thick base concrete consisting of cement local sand and 1st class brick ballast 40mm gauge in the porportion of 1:4:8 and removing any over lapping and mortar at the joint of the pannel if any giving them uniform finish ncluding supply of all material labour T&P etc required for proper completion of work.

58.3

-

571.43

... More
40 mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20mm gauge stone ballast laid in pannel finished with 3mm floating coat of neat cement marble dust in 1:5 as specified including supply of all material labour T&P etc required for proper completion of work.

0.51

-

266.67

... More
Finishing wall with water proof cement paint of approved make and qualitiy over one priming coat of newwork with 2 coat to give an even shade including prepartion of surface ncluding supply of all material labour T&P etc required for proper completion of work White cement

47.58

-

34.28

... More
1mm thick approved putty.

47.58

-

44.28

... More
Apex ultima (2 coat)

47.58

-

118.15

... More
Finishing wall with premium acrylic smooth exterior paint with silicon additives of required shade (other plaster area)

204.99

-

309.3

... More
Supply and fixing of rain water 110 mm PVC pipe with bend clamp etc all complete.

11

-

248.68

... More
Internal Electicfication work of staff quarter

1

-

20000

... More
Sanitation work of Staff quarter

1

-

40000

... More
Construction of Rain water Harvesting at Water works Campous Construction of 150 mm dia bore hole in all types soil as per drawing including erection of boring upto the required depth as per the direction of the engineer-in-charge by casing method and extracting back the casing pipe after lowering the PVC pipe including all labour material T&P etc. requierd for proper completion of work. 0 - 30 m

30

-

247

... More
30 - 45 m

15

-

266

... More
Jointing & lowering of 110 mm dia PVC pipe 10 kg/cm2 and johnson V wire screen pipe into the bore hole casing pipe bottom including all jointing material etc. completed as per the direction of the engineer-in-charge. 0 - 30 m

30

-

9.5

... More
30- 45 m

15

-

9.95

... More
Supply of 110 mm dia PVC screwed 60 mm (10 kg/cm2 etc complete.

45

-

151.82

... More
Shrouding/packing the vertical space between bore and PVC pipe with 5 mm to 10 mm size P gravel of approved quality including supply of all material labour, T&P etc. complete.

1.5

-

5200

... More
Excavation of earth in foundation in all type of soil including refilling the excavated earth after completion of the construction of chamber watering ramming dressing etc. complete and disposal of surplus earth within a lead of 50 mtrs.

57.99

-

161.01

... More
Cement concrete work in 1:4:8 (1 cement : 4 coarse sand : 8stone ballast 40 mm NS) in foundation.

1.48

-

2251.5

... More
Brick work in cement mortar 1:6 (1 cement : 6 coarse send)

20

-

3895

... More
Mild steel work in RCC work including (beam, baffle wall & slab) cost of mild steel, cutting of bars, bending and placing of the steel in proper position as per the directions of engineer-in-charge.

1.7

-

8075

... More
RCC work in beam and slab in 1 : 3/2 : 3 (1 cement : 3/2 coarse sand : 3 stone aggregate 20 mm NS)

2.2

-

8075

... More
12 mm thick plastering in cement mortar 1:4 (1 cement : 4 coarse sand).

62.92

-

108.57

... More
Supply and placing the graded filter madia of the following sixe in specified layers each 50 cm thick or as per the directions of engineer-in-charge. in filteration chamber. a) 18 mm-20 mm size stone pebbels

4.5

-

2000

... More
b) 10mm-15 mm size stone gravel

4.5

-

1800

... More
c) Coarse sand

4.5

-

1600

... More
Excavation of earth in foundation in all type of soil including refilling the excavated earth after completion of the construction of chamber watering ramming dressing etc. complete and disposal of surplus earth within a lead of 50 mtrs.

29.44

-

161.01

... More
Concrete with 40 mm gauge brick ballast local sand and cement in prop, 1:6:12 in foundation % floor with all labour, T&P etc. required from proper completion of work including materials.

7.36

-

2251.5

... More
First class brick work in 1:6 cement and local sand mortar for drain

33.72

-

4165

... More
12 mm thick plastering in cement mortar 1:4 (1 cement : 4 coarse sand).

125.12

-

108.57

... More
40 mm thick 1:2:4 plain cement concrete floor with cement coarse sand & 20 mm gauge stone ballast laid in panels & finished smooth its 3mm floating coat of neat cement etc. & including 75mm thick base concrete consisting of cement local sand & first class brick ballast 40mm gauge in prop 1:4:8 with all labour T&P etc. required for proper completion of work including materials.

27.6

-

2251.5

... More
Construction of OHT OHT: Design of OHT vetted by IIT/MNNIT and Supply of all materials labour T&P etc complete and construction of RCC (M-25 Grade) with cement coarse sand and approved stone ballast as per I.S.11682 and I.S.456. Over Head Tank of 100 kl capacity and 16 m staging above ground level with main component. Minimum depth of foundation below Original G.L. Will be 2.0 m. Seismic effect and wind load shuold be taken in to consideration as IS 1983 for earth quake resistance and I.S. 875 part III for wind load on structure (this area is in seimic zone III and high damage risk zone for wind,) The above cost of OHT has been assumend that the bearing capacity of soil has been taken as 8 MT/m² . Provide 1 m wide M-25 RCC stair case from GL to balcony and up to top dome. M.S.laddermade of 50x50x6 mm angle section and 20 mm plain MS bar(secification of MS should be as per IS 800-2007) with hand rail of 20 mm medium class GI pipes on both sides in three rowsinside the tank boady (from manhole to top dome to bottom dome). Proper RCC railing and 20 mm dia medium class GI pipe in 3 rows on both side of stair case around the balcony at each landing from landing with top ring beam upto man hole on the top tom and at the peripher. The GI pipe will be supported on RCC posts made 50x50x6 mm MS angle section spaced at interval not more than 1.5 m. Proper ventilator at top dome in circular shape of 1.2 m dia along with an RCC cover of minimum 1.5 m dia and 7.5 m thichness, pillar of ventillatr should be minimum 50 cm dia.The space between top tome and RCC cover should be covered with mosquito net of standard quality along with expanded metaled jali. Water level indicator with sensor connecting to SCADA and also fabricated with good quality minimum 45x45x6mm MS sheet. The indicator board scale made of 3 mm thick MS plate shouls have a clear wide of minimum 25 cm painted with good quality Asian paint.It should be consistsof 3mm brass wire rope minimum 4 smooth pulley about 8cm dia with guides 15cm copper ball float which shall be completely water tight suitable pointer of brass etc. Lightening conductor as per IS 2309 of its latest amendment of latest electricity riles. It should consists proper elevation rod with 5 or more fork pointed proper down conductor of prescribed metal of proper size prescribed by IS 2309-1969 and IS:3013-1966.CI manhole of min 60x60 cm size made of MS channel section with adequate cover made of MS sheet of min 3mm thickness hinged with manhole with locking arrangement.This manhole should be fixe at top at proper place. Supply , fixing jointing of following size of CI D/F pipes with CI D/F specials conferming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest/relevant IS specification with all jointing materials for proper completion of work including other appurtenant works and exacation in all type of soils, seprate outlet pipe provided for every Habitations as given below. Inlet pipe 80 mm dia =28m (staging : 18 and below G.L. floor and apron : 5 and inside the tank :5) 2 Outlet pipe 150 mm dia one of which is 23m (staging : 18 and below G.L. floor and apron : 5) in length and the other 24.5m (staging : 19.5 and below G.L. floor and apron : 5) Overflow pipe 150 mm dia =28m (staging : 18 and below G.L. floor and apron : 5 and inside the tank :5)Washout pipe 80 mm dia =15m (staging : 18 and below G.L. floor and apron : 5).Supply and fixing of following size manually operated valves with hand wheel as per IS 700/1969 or its latest amendment class A working pressure 26kg/cm² including cartage from store to the site of work lowering them in to trenches fixing in position and testing etc complete. 1 no 80 mm dia CI sluice valve in intlet pipe, 2 no. 150 mm dia Butterfly vale in outtlet pipe.1 no 80 mm dia CI sluice valve in Wash out pipe.Construction of bed block in 1:2:4 PCC with cement,coarse sand and approved stone ballast under each duckfoot bend to support the vertical pipe. These bed block should supported on the raft not on the soil.Construction of sluice valve chamber for above sluice valve,Butterfly valve as per deptt type deging and drawing including supply of all labour T&P etc complete.Painting of all concrete surface and steel pipe works with three coats of approved paint and anti corresive piants.Testing of Bearing Capacity of soil including soil analysis etc complete.

1

-

2133442.39

... More
Excavation :- Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge.

4203.42

-

161.1

... More
Rising main :- Supply of following sizes (D.I. K-9) pipes for rising main & bye pass arragement conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as CIS/S or D.F specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all complete as per instructions of Engineer -in -charge. 100 mm dia DI K-7

40

-

1040.37

... More
Distribution System Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4985/2000 Specifications with all jointing materials and specials conforming to latest /relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer -in -charge. 140 mm dia 6kg/cm² HDEP Pipe

530

-

422.03

... More
110 mm dia 6kg/cm² HDEP Pipe

966

-

281.89

... More
90 mm dia 6kg/cm² HDEP Pipe

69

-

197.69

... More
75 mm dia 6kg/cm² HDEP Pipe

88

-

147.43

... More
63 mm dia 6kg/cm² HDEP Pipe

4033

-

99.71

... More
Supply and carting up to site of work of the following dia C.I. butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge. Sluice valve - 125 mm dia

1

-

9294.08

... More
Sluice valve - 65 mm dia

2

-

5129.45

... More
Sluice valve - 50 mm dia

5

-

4028.6

... More
Scour Valve - 80 mm dia

1

-

3978.09

... More
Supply of 20 mm dia screwed down type air valve with gun metal seat conforming to latest/relevent I.S. specifications including all taxes and insurance, carting up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc complete) as per instructions of Engineer -in -charge.

1

-

2972.32

... More
Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 63 mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S.specifications including all taxes and insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc. complete as per instructions of Engineer -in -charge.

1

-

19724.45

... More
Supply of all materials, labour T&O etc required & construct masonary Type sluice valve chamber as per type design including supply F.O.R. destination including all taxes & excluding GST etc. complete as per instructions of Engineer -in -charge.

2

-

19230.77

... More
Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge. Sluice valve chamber (surface box Type) (D-13)

6

-

2728.29

... More
Fire Hydrant(drawing no.D-5) chamber

1

-

13675.21

... More
Air Valve Chamber (drawing no.D-6)

1

-

6581.2

... More
Scour Valve Chamber

1

-

13675.21

... More
Design and construct Thrust Block of size 1mx1mx1m made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line, including supply of MS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.

4

-

8142.86

... More
Dismantling of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer -in -charge. B.O.E. surface

543.49

-

85

... More
C.C. Road

967

-

320

... More
Bituminous surface

972.3

-

220

... More
Inter Locking

35.14

-

80

... More
Culvert Crossing for 3.5 m wide in all requied completed

4

-

8902.56

... More
Reinstatement of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer -in -charge. B.O.E. Surface

543.49

-

190

... More
C.C. Road

967

-

1200

... More
Bituminous surface

972.3

-

900

... More
Inter Locking

35.14

-

300

... More
Provision of single tap house connection by providing and fixing MDPE pipe pe 80 conforming IS 15801/2008 and ISO 4427 with latest amendment PN12.5(od 20 mm)Lowering laying and jointing MDPE pipes in proper position including all specials by compression ,fitting/electrofusion and butt fusion jointing procesure including hydraulic testingas per relevant IS code complete with all material for jointing procedure like electrofusion machine/Electric mirror/heater butt fusion,welding machine with hydraulic jack top loading clamp,etc pump and accesories for hydraulic testing and all labour and as directed by engineer in charge as per IS -7634 part 2 2012(amended upto date ) .Providing and fixing CPVC pipes having thermal stability for hot and cold water supply including al CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 m spacing this includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of engineer in charge interwal work(exposed on wall) 15 mm nominal outer dia pipes,Providing and fixing 15 mm brass ferrule with CI mouth cover including boring and tapping the main etc all complete job.Providing and fixing HDPE electrofusion service saddle include all complete job as per direction E/I.Providing and fixing plasic polypropylene bib cock of approved quality 15 mm nominal bore

599

-

892

... More
Survey with Total Station and Design of Distribution line at Tewa village and its habitation including supply of all material labour T&P etc required for proper completion of work.

5.69

-

1626

... More
CIVIL TEST:

-

-

-

... More
28 days Comprensive strength of concrete cube verified by MNNIT

50

-

4237.28

... More
Sieve analysis of coarse sand verified by MNNIT

1

-

4237.28

... More
Compressive strength of brick verified by MNNIT

1

-

4237.28

... More
Absorbtion test of brick verified by MNNIT

1

-

4237.28

... More
Sieve analysis of aggregate verified by MNNIT

1

-

4237.28

... More
28 days Comprensive strength of cement verified by MNNIT

1

-

4237.28

... More
Hydro static pressure test of various dia of pipes verified by MNNIT

5

-

4237.28

... More
Note :- Rates quoted should include all taxes excluding GST

-

-

-



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