Public Works Department Tender

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Public Works Department - PWD Tender

Works
Electrical Goods and Equipments
Electrical and Electronics
Eprocure
Opening Date4 Nov 2024
Closing Date25 Nov 2024
Tender Amount₹ 20,23,200 
Notes
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Costs

Summary

Constn.of 1no Sbdtw Supplying Installation Of 5000 Ltr. Capacity Rp And Installation Of 15 Gm/ht Electro Chioronator Including Semi Permanent Pump House And Other Allied Works Under Dws Sub-division Kamalpur

Description

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BOQ Items

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DO_NOT_SHOW

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i) From 100 mm dia pilot hole to 250 mm bore hole

97.6

537

52499

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Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer - in - charge.

-

-

-

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A) 'CM' Casing pipe

-

-

-

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i) 150 mm dia

36.6

1324

48458

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ii) 100 mm dia

24.4

612

14933

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B)RS Pipe

-

-

-

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100 mm dia

36.6

962

35238

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Providing and fixing of UPVC end cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge.

-

-

-

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100 mm dia

1

560

560

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Providing and fixing of UPVC reducer suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge.

-

-

-

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150 x 100 mm dia

1

1082

1083

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Providing and shrouding of the deep tube well assembly with washed pea gravels ( 2.0 - 4.75 mm effective size ) as per specification ( IS : 4097) and direction of the Engineer - in - charge. (A) with contractor RIG

-

-

-

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(i) with pea gravels obtained from Durgapur, West Bengal.

6

14492

86956

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Providing and fixing of housing clamp ( made with 12 mm thick MS sheet ) along with well cap (made with 10 mm thick MS sheet) with necessary arrangement for SBDTW as per specification and direction of the Engineer-in-charge.

-

-

-

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150 mm dia

1

3909

3910

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Washing and development of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer - in - charge.

97.6

94

9184

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Supplying and installation of water lubricated subermissible pump of Duke make(Model No. DSP4RFH05) having capacity 2000 GPH at total head of 45 mtr. Coupled with submerssible motor suitable for 240 volts (+10% verification) single phase 50 HP. AC suppluy DOL starting method to run at 2880 RPM along with 35 mtr. 2.5sqm, PVC insulated 3 core flat cable conforming to IS code and cable in/c fitting , fixing and lowering 40 mm dia GI pipe upto 100 ft.(30 mtr) etc. complete as per direction of the Engineer-in-charge.

1

31047

31048

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Providing & fitting fixing of different capacity 230 volt, single phase submersible pump starter BCH/L&T,AB make as per specification & direction of the Engineer-in-charge. i) 2 HP

1

5137

5137

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Supplying & fitting fixing of panel box of M.S. sheet with locking arrangement comprise with starter , main Switch, busber Volt Meter selector switch etc. inside the box in/c. service connection within 50.00 mtr. length from LT line with roof for rain water protection and 4(four) nos. stand by c.c. work in all respect as per direction of the Engineer in Charge (excluding the cost of starter and main switch).

1

4500

4500

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Trial run & commissioning of the scheme in all respect as per direction of the Engineer in Charge

1

1000

1000

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Providing & fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), tripple pole with neutral link (TPN) current range 100 amps , 415/500 volt, L&T/Havells/HPL make etc complete as per specification & direction of the Engineer-in- charge.

-

-

-

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i) 32 amps (SBDTW)

1

4294

4294

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Excavating trenches of required width for pipes, cables etc, in/c excavation for sockets, & dressing of sides where required, ramming of bottoms, depth up to 1500 mm in/c getting out the excavated soil, & backfilling of soil as required, after laying of pipeline, in layers not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming, watering etc. & disposing of surplus excavated soil with all required leads as per specification & direction of the Engineer-in-charge. a) In all kinds of soil A) For UPVC pipes in new work i) For pipes not exceeding 90 mm dia .

200

87

17520

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Providing, fixing and laying rigid UPVC pipes conforming to IS 4985 jointing with coplers, of same class conforming to IS : 10124(Pt-II) with solvent cement conforming to IS : 14182 including testing of joints complete (but excluding the cost of specials like bend, tees etc. which will be paid separately) as per specification and direction of the Engineer-In-Charge.

-

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-

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a) Class - 3 (working pressure 6.0 kg/sqm)

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-

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i) 40 mm OD

200

89

17960

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Providing and laying of flexible PVC pipe (conforming to IS:7634) complete in/c earth work as per specification and direction of the Engineer -in-charge (cost of fittings will be paid separetely)

-

-

-

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i) 15 mm. nominal

100

57

5730

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Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

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a) 40 mm dia

3

885

2656

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Providing and fixing G.I Union as per CPWD Specification and direction of the Engineer-in-charge.

-

-

-

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i) 15mm

10

131

1310

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(ii)40 mm

4

387

1548

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Providing and fixing brass ferrule with C.I. cover conforming to IS :2692 in/c boring and tapping the main as per CPWD Specificatio and direction of the Engg-in-charge.

-

-

-

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15 mm NB

10

358

3584

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Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 (part 8/9/10/11/12/13) with solvent cement conforming ti IS : 14182 including testing of joints complete as per CPWD specification & dieection of the Engineer-In-Charge.

-

-

-

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i) 40 mm. dia.

4

161

644

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Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

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i) 40 X 40 X 40 mm. dia.

4

289

1157

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Providing & fixing C.I Bib cock (long handle) as per CPWD specification and direction of the Engineer-In-Charge.

-

-

-

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15 mm dia

10

110

1100

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Providing and fixing GI unequal TEE with a pipeline in/c testing of joints complete as per CPWD specification and direction of Engineer-in-charge.

-

-

-

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A) 40x40x15 mm dia

6

252

1517

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Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. a) 15 mm. dia.

10

78

786

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Providing and fixing UPVC service saddle as per CPWD specification and direction of the Engineer in charge

-

-

-

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40 mm dia with 15mm dia opening

10

362

3627

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Providing and fixing G.I Pipes of medium class as per IS:1239 with latest amendmend complete with G.I fitings including tenching and refilling cutting and making good the walls etc. Complete as per specification and direction of the Engineer in charge.

-

-

-

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i) 15 mm nominal bore

12

254

3048

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v) 40 mm nominal bore

350

549

192185

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

8000

12

96800

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Providing ,fixing of GI nipple of medium class as per CPWD specification and direction of the Engg in charge

-

-

-

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i) 15mm dia 75mm long

20

64

1282

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Providing ,fixing of GI bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engg in charge

-

-

-

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i) 15mm dia

20

104

2096

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Providing and fitting fixing of 1HP monoblock self priming pumpset as per direction of the Engineer-in-Charge.

1

5700

5700

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SH:- Iron Removal Plant

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-

-

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Providing, installation and commissioning Iron Removal Plant comprising of Iron Removal Filter composite pressure vassel made of corrosion resistant high quality F.R.P filter media comprises silica dioxide 90% manganese dioxide and other non-licing chemical . All chemicals are infused and there by ensure long life of media (5-8 years) fitted with and on site chlorine generator (10mg/Hr.) Electro chlorinator producing hypo - chlorite solution using common solt as raw materiald for oxidation and disinfection through - metering pump and multiport valve provitaed to operate the system very esily by chainging the knob into back wash close filtration mode whenever needed including fitting fixing of necessary pipe line for raw water, interconnection all chamber delivery out- let as required with suitable Engineering plastic as per direction of the Engineer - in - charge.

-

-

-

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A) Supplying & installation of 5000 Ltr/Hr. capacity iron plant including installtion of 15 gm/hr. electro chlorinator

1

548378

548378

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SH:- Semi Parmanent Pump Shed including boundary fencing, plinth protection etc.

-

-

-

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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 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

-

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-

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a) All Kinds of Soil

25.4

231

5883

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

-

-

-

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A)All kinds of soil

16.93

161

2731

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Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.

15.24

1177

17941

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. a) All work upto plinth livel

-

-

-

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i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded brick aggregate 20 mm nominal size) cum well burnt(For Rcc colmn and slab=5.90cum)

3.06

10204

31252

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ii) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brick aggregate of 20 mm nominal size)

4.79

9295

44536

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iii) 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brick aggregate of 40 mm nominal size)

0.79

8980

7077

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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-

-

-

-

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i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size

0.44

12591

5540

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Centering shuttering including struttings, propping etc. and removal of form work for:

-

-

-

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ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank

9.01

391

3523

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iv) Weather shade, Chajjas, corbels etc., including edges.(For RCC cl and slab=25.96sqm)

2.74

531

1454

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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth Level level

-

-

-

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i) Thermo-Mechanically Treated bars of gradeFe-500D or more ( Forr RCC col slab beam 5.90x120=708.00kg)

138.87

103

14429

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First class brick work in foundation and plinth including cost of all materials as required complete:

-

-

-

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i) In cement mortar 1:4 ( 1 cement : 4 fine sand )

16.06

9845

158114

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First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-

-

-

-

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i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )

10.72

11410

122307

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Extra for brick work in triangular, square and rectangular pillars including cost of all materials as required complete.

1.58

519

819

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Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-

-

-

-

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i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )

35.19

1311

46162

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Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-

-

-

-

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i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )

8.3

1533

12722

... More
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.

-

-

-

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I ) Fixed to steel windows by welding.

75

161

12113

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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required

-

-

-

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i) Using flats 30x6mm for diagonal braces and central cross piece.

5.76

4486

25842

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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.

-

-

-

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i) Hot finished welded type tubes

426.36

146

62334

... More
Providing and fixing M.S. round holding down bolts withnuts and wahser plates complete as per standard design.

16

103

1662

... More
Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete.

-

-

-

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i) 40 mm thick

40.89

614

25119

... More
Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including =cutting to size and shape wherever required.

-

-

-

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i) 0.63 mm thick Zinc Coating not less 275 Gm/m2

51.85

1205

62500

... More
12 mm cement plaster of mix.

-

-

-

... More
i) In cement mortar 1:4 (1 cement : 4 fine sand)

91.77

224

20574

... More
15 mm cement plaster on the rough side of single or half brick wall of mix

-

-

-

... More
In Cement mortar 1:4 ( 1 cement : 4 fine sand )

83.79

260

21836

... More
Neat cement punning.

58.18

56

3304

... More
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]

43.07

94

4087

... More
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :

47.79

78

3742

... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:

11.52

106

1231

... More
Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required

80

107

8576

... More
Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants, as required and as per direction of the Engineer-in-charge.

24

1009

24223

... More
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.

9.84

894

8800



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