Urban Development Department Tender

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Urban Development Department - JUIDCO Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date11 Sep 2024
Closing Date19 Sep 2024
Tender Amount₹ 1,69,99,012.64 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Vertical - 32 mm dia

18

13654

758.6

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Supplying materials and labours for constructing inspection chamber of designation class 75B bricks size 750mm deep, 600 x 450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600 x 475mm G.I. Cover with frame (weight not leaa than 36 kg) alongwith earth work in exacavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I.

18

131933

7329.64

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Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank.

180000

1341000

7.45

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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.(internal)

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-

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20 mm nominal outer dia Pipes

360

157924

438.68

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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge(External)

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-

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25 mm nominal outer dia Pipes

180

52201

290.01

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32 mm nominal outer dia Pipes

180

64422

357.9

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a. Elbow 20

360

10350

28.75

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b. Elbow 25

360

15120

42

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c. Elbow 30

360

22698

63.05

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a. Tee 20

180

6372

35.4

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b. Tee 25

180

9099

50.55

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c. Tee 30

180

13662

75.9

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a Reducing socket 20

144

2916

20.25

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b Reducing socket 25

144

4226

29.35

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c Reducing socket 30

144

6559

45.55

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a. Tap

180

16200

90

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Cost of Drilind 200 mmx165mmx125 mtr.deep bore well in all kind of Soil and rock in rural area for instalation of pump set with Hydrolic DTH Rig machine all complete including all materials, tools,driling rig,air compressureand equipmentsas well as fule, lubricantsand cost of transportation of rig machine annd other vehical up to Site.

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-

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(a) From 0.00 M to 50.00 M below G.L.

900

762300

847

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(b) From 51.00 to 200 M below

2700

2387880

884.4

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Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia

540

490584

908.49

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Development of tube well in accordance with IS : 2800 (part I) andIS: 11189, to establish maximum rate of usable water yield withoutsand content (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well isfully developed, measuring yield of well by "V" notch method or anyother approved method, measuring static level & draw down etc. bystep draw down method, collecting water samples & getting testedin approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessoriesetc., all as per requirement and direction of Engineer-in-charge

18

15937

885.4

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Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia

36

9434

262.06

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Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp

36

67378

1871.62

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Provision & Installation of Solar Powered 2 HP submersible Auto run & Stop DC Pump Motor (900 Wp)of stainless steel suitable for minimum 125mmx115mm bore well operating head 60.00m discharge rate minimum 2000 LPH with lowering up to 57.00m suitable dia HDPE pipe &2.5sq mm x3core flat submersible cable of IS694:1190 including monol /Poly Crystalline PVC array (900WP) mounted on steel structure for storage water tank (5.00mhigh)in a suitable direction to optimize panel uses and withstand the wind pressure up to 200 Km /hour &making suitable arrangements to operated Hand pump manually in the same bore when there is no solar power including 5 years warranty against defects in materials and workmanship with locking arrangement of switch board . the system should be ECO-friendly.

18

3092760

171820

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Supply fitting and fixing lowering 50 mm dia G.I. collumn pipe - do - do - all complete job as per direction of E/I.

810

281005

346.92

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Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I.

307.8

46730

151.82

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Providing coarse clean sand in filling in foundation trenches or in plinth including thick with all leads and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted voume)

24.3

14325

589.51

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Providing designation 75 -B, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge.

324

107030

330.34

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Providing P.C.C. M-15 with normal mix of (1:3:6) in foundation and plinth with approved quality of stone metal grade III 953.2mm to 22.4mm size) & clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in cement mixer and placing in position, vibrating, skirting, curing, tax and royalty all completejob as per building specification and direction of Engineer-in-charge.

24.3

120570

4961.73

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EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)

292

16141

55.28

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Providing designation 75B work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints of screening materials, scaffolding, ranking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.

257

1347728

5244.08

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Providing 25 mm thick DAMP PROOF COURSE with cement concrete M-20 with nominal mix 1:1.5:3 with approved quality of stone ships of 20 mm to 6 mm (20mm to 10 mm : 10 mm to 6 mm stone chips 2:1) size graded and clean coarse sand of F.M. 2.5 to 3 including screening, mixing cement concrete in mixer with 5% Cico or any other approved water proofing compound and placing in position, striking, curing taxes and royalty and complete as per building specification and direction of E/I.

85.5

23798

278.35

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Providing 12mm thick cement plaster (1:6) -with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty as per building direction of E/I.

1423

235933

165.8

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Providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622, of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), includinggrouting the joints with white cement and matching pigments etc.,complete.

711

1212361

1705.15

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Carriage of Materials

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Sand 15 km

625.07

202335

323.7

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Cement 3 km

37.23

16288

437.5

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Stone Chips 8 km

20.9

4588

219.54

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Brick 8 km

114.67

81093

707.2

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ADD 18% GST

1

2569965

2569965.82

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ADD 1 % LABOUR CESS

1

168475

168475.53



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