Public Works Department Tender

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Public Works Department - PWD Tender

Works
Eprocure
Opening Date18 Oct 2019
Closing Date11 Nov 2019
Tender Amount₹ 16,96,908 
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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DO_NOT_SHOW

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-

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-All kinds of soil

11.23

1307

116.4

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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.

5.75

3539

615.7

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

-

-

-

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i) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brick aggregate of 40 mm nominal size)

2.67

15803

5916.4

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ii) 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 graded well burnt brick aggregate of 40 mm nominal size)

1.52

7763

5097

... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement- -All work upto plinth level:

-

-

-

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

1.62

11365

7015.5

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement- i) In plinth and skirting courses, fillets, columns, pillars, posts and struts.

-

-

-

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

0.94

6942

7416.2

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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 centering, shuttering, finishing and reinforcement-

-

-

-

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i)RCC work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase. 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size

0.28

2069

7363.6

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ii) RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas. 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size

1.14

8432

7402.9

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

-

-

-

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i) Foundations, footings, bases for columns etc. for mass concrete with timber plank

4.96

1121

226.1

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

9

2949

327.7

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iii) Weather shade, Chajjas, corbels etc., including edges.

2.74

1030

376.1

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Column = 2x4x0.300x6.575

15.78

6527

413.6

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iv) Edges of slabs and breaks in floors ans walls above 20 cm wide 5x4x1.40x0.10

2.8

304

108.6

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

-

-

-

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i) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bar

464.2

27713

59.7

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First class brick work in foundation and plinth including cost of all materials as required complete: i) In cement mortar 1:6 ( 1 cement : 6 fine sand )

10.25

52963

5167.1

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

35.19

27705

787.3

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Half brick masonry work with second class bricks in foundation and plinth including cost of all materials required as required complete.

-

-

-

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In Cement mortar 1:5 ( 1 cement : 5 fine sand )

8.3

5144

620

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

1.58

9341

5930.8

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

1.58

553

351.4

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12 mm cement plaster of mix. In cement mortar 1 : 4 ( 1 cement : 4 fine sand )

60.02

9033

150.5

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Neat cement punning.

39.53

8191

207.2

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6 mm cement plaster of mix.

-

-

-

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In cement mortar 1:3 ( 1 cement : 3 fine sand )

13.56

1936

142.8

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

-

-

-

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

47.79

8354

174.8

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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. 1. Fixed to steel windows by welding.

75

7350

98

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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 (40 mm dia)

137.1

14697

107.2

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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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40 mm thick

15.89

7651

481.5

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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

23.76

17062

718.1

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

5.76

15839

2749.9

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Providing and placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge. i.150mm dia.

6

6376

1062.7

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Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. ( Payment shall be made after submission of Test Certificate issued by the Manufacturer

11.52

851

73.9

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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

3174

73.7

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Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.84 kg/10 sqm) complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]

61.35

3270

53.3

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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

5653

574.5

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Excavating trenches of required width for pipes, cable etc. in/c excavating for sockets & dressing of sides, where required, ramming of bottoms, depth up to 1500mm in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layers not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per chapter-2 of CPWD specification and direction of the Engineer-in-charge. A) For UPVC pipes in new work. a) In all kinds of soil.

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-

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ii) For pipes exceeding 90mm dia. but not exceeding 300mm dia.

4000

245200

61.3

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B) For GI/CI/DI pipes in new work. a) In all kinds of soil. ii) For pipes exceeding 90mm dia. but not exceeding 300mm dia.

500

38550

77.1

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Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, 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 CPWD specification and direction of the Engineer - in - charge. A. Class - 3 ( working pressure 6.0 kg / cm2)

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-

-

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i) 90 mm OD

1500

249300

166.2

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ii) 110 mm OD

1500

358200

238.8

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iii) 140 mm OD

1000

396500

396.5

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Charges for laying S&S centrifugally cast (SPUN) ductile iron class K-7 pipes conforming to IS: 8329 as per CPWD specification and direction of the Engineer-in Charge

-

-

-

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i)150mm dia

500

51850

103.7

... More
Providing and laying DI Special of class K-12 for suitable for push-on jointing as per IS-9523 as per CPWD Specification and direction of Engineer-in Charge

-

-

-

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i). Up to 300mm dia.

0.56

37412

66807.9

... More
Providing & fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

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i) 80 mm dia. PN-1.0

7

24156

3450.8

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ii) 100 mm dia. PN-1.0

8

37506

4688.2

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iii) 125 mm dia. PN-1.0

4

24455

6113.8

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iii) 150 mm dia. PN-1.0

4

28928

7231.9

... More
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer-in-charge.

-

-

-

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i)100 mm nominal bore

1

4530

4529.9

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Charges for push-on (Tyton) joints to centrifugally (Spun) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.

-

-

-

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iii) 150 mm dia.

86

8505

98.9

... More
Providing, fixing and laying fabricated UPVC end cap conforming to IS:10124 (Part 4 ) with solvent cement conforming to IS:14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.

-

-

-

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i) 90 mm dia.

4

417

104.2

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ii) 110 mm dia.

4

503

125.7

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Providing, fixing and laying fabricated UPVC equal tee conforming to IS:10124 (Part 5) with solvent cement conforming to IS :b 14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.

-

-

-

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i) 90 x 90 mm dia.

6

1598

266.3

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ii) 110 x 110 mm dia.

5

2224

444.7

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iii) 140 x 140 mm dia.

3

1914

638.1

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Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer- in – charge.

-

-

-

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iii) 150 mm dia.

10

1004

100.4

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Providing, fixing and laying flanged fabricated UPVC tailpiece conforming to IS : 10124 (Part 6) with G.I. flange (8 mm thick) with solvent cement conforming to IS – 14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.

-

-

-

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i) 90 mm dia.

9

2907

323

... More
ii) 110 mm dia.

16

6890

430.6

... More
iii) 140 mm dia.

8

4628

578.5

... More
Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 (Part 3) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.

-

-

-

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i) 110 x 90 mm dia.

6

1467

244.5

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ii) 140 x 110 mm dia.

5

1651

330.2

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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 to IS: 14182 including testing of joints complete as per CPWD specification and direction of the Engineer- In Charge.

-

-

-

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i) 90 mm dia.

8

1788

223.5

... More
ii) 110 mm dia.

6

1661

276.8

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iii) 140 mm dia.

5

1810

362

... More
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood panel board for fitting fixing of electrical items, in/c 2 Nos. MS angle post (size 2 inch x 2 inch x 9 feet), nuts & bolts etc. for direction of the same by 1 : 1.5 : 3 cement concrete casting (1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge.

1

5132

5132

... More
Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter (L & T/AE make) with selector switch as a electrical instrument of the panel board as per specification and direction of the Engineer-in-charge.

1

939

938.8

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Providing and fitting fixing of moving iron type, Range 0-100 V, 96 mm x 96 mm size AC Amps meter direct reading type (L & T/AE make) with selector switch and CT coil as a electrical instrument of the panel board as per specification and direction of the Engineer-in-charge.

1

1652

1652.3

... More
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), current range 100 Amps, 415/500 Volt, L&T/Havell's/BCH make etc. complete as per specification and direction of the Engineer-in-charge.

-

-

-

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i) 63 Amps

1

4199

4199

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Providing and fitting fixing of Fully Automatic Star Delta type Motor starter (3 ph. 50 Hz, 415V in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge.

-

-

-

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i).25HP/18.5Kw Relay range within 13-21 +10%

1

10226

10225.5

... More
Providing earthing with perforated 40mm dia. G.I pipe (Medium class) (12mm dia. perforation) laying of 4mm dia. G.I wire from earth electrode to panel including excavation hole of 600mm dia. and refilling with salt and charcoal/coke in alternate layers of 300mm as per slandered specification and direction of the Engineer -in-Charge.

-

-

-

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3 phase connection with 4 m long GI pipe

1

19831

19830.8

... More
Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of Thermal release range, 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge.

-

-

-

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i).50-63 Amps

1

4159

4159.3

... More
Providing & fitting, fixing of pressure meter (0.00-14.0Kg/sqcm.) as per specification and the direction of the Engineer-in-charge.

1

733

732.7

... More
Providing & fitting, fixing of 3 phase indicating lamp fitted with panel board with Three different color lamps with batten holder complete as per specification and direction of the Engineer -in-Charge.

1

194

194.1

... More
Providing & fitting, fixing heavy duty box type (Resin filled) power factor correction capacitor L&T make etc. complete as per specification and direction of the Engineer-in-Charge.

-

-

-

... More
i)5-15KVR/Ar 440V

5

2659

531.7

... More
Providing & fabrication of column pipe including fitting fixing of G.I. flange by cutting the GI pipe ( conforming to IS : 1239 medium class ) into 3.05 mtr. long and welding the same with GI flange as per specification and direction of the Engineer-in-charge ( G.I. pipe will be provided by the agency at his own cost & risk).

-

-

-

... More
iv. For 100 mm dia G.I. Pipe with 10 mm thick GI flange

10

31846

3184.6

... More
Installation of submerssible pump and suitable motor upto required depth with GI column pipe in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge.

-

-

-

... More
ii. 5000 GPH Capacity

30

12405

413.5

... More
Supplying of 5000 GPH x 76 mtrs. Head water lubricated submersible pump of maximum 150 mm outer dia. With maximun 10(ten( stages coupled with required wet and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, A.Cupply and star delta method of starting along with 35 mtrs. x 2 x 3 x 4 sq.mm joint less PVC 3 (Three) core double length flat cable (continuous length) of suitable size fitted with submersible motor, suction case, strainer, coupling key, vertical non- return valve cum discharge case including supplying of 10 Nos. suitable cable guard with clips & nuts & bolts, 2 (two) pair M.S. column clamps as per direction of Engineer-in-charge conforming to terms & conditions of the contract. (Each pump with motor shall consists of stainless stell closed type impeller , C.I. bowl, C.I discharge case, pump shaft (styainless steel), bush (bronze), shaft sleeve ( bronze/chromium), sand guard, winding rotor, stator, counter thrust plate, thrust plate, thrust bearing segment etc. conforming to relevant BIS codes).

1

30740

30740.06



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