Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil Works
Eprocure
Opening Date21 Nov 2019
Closing Date11 Dec 2019
Tender Amount₹ 18,52,535 
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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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - i) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)

2.9516

-

5548.7

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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level: i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)

3.1762

-

7015.5

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Centering shuttering including struttings, propping etc. and removal of form work for: i) Foundations, footings, bases for columns etc. for mass concrete with timber plank

3.36

-

226.1

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ii) Suspended floors, roofs, landings, balconies and access platform with timber planks

2.625

-

389.8

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

9.6

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327.7

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iv) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank

15

-

413.6

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

349.385

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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 1:4 ( 1 cement : 4 fine sand ).

12.5135

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5408.6

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

1.5

-

5930.8

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

1.5

-

351.4

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

37.32

-

787.3

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Providing and fixing M.S. round holding down bolts with nuts and washer complete as per standard design.

25

-

76.3

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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. -Fixed to steel windows by welding.

20

-

98

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Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete. (i) 40mm thick

20.116

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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. (i) 0.50 mm thick with zinc coating not less than 220 gm/m2.

35.438

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465.2

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Providing and fixing soft wood (Chamal) eave board 25mm thick and 225mm wide including painting two coats completed as direction of the Engineer-in-Charge.

20.6

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98.4

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15 mm cement plaster on the rough side of single or half brick wall of mix: (i) Cement mortar 1:4(1 cement:4 fine sand)

41.82

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174.8

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12 mm cement plaster of mix (i) Cement mortar 1:4(1 cement:4 fine sand)

80.77

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150.5

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Neat cement punning.

32.55

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44.3

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Distempering with 1st quality acrylic washable distemper (ready mixed) of approved brand and manufacture and of required shade and colour complete as per manufacurer's specification on new work ( two or more coats ).

43.2

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54.8

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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.

32.448

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53.3

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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:- -Using M.S. angels 40x40x6 mm for diagonal braces

4.68

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2944.2

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Providing hold fast of 40 x 5 mm flat iron including fixing to frame with 10 mm diameter bolts, nuts & wooden plugs and embedding in C.C. 1:3:6 (1 cement: 3 fine sand: 6 graded well burnt brick aggregate 20 mm nominal size) block of size 30 x 10 x 15 cm as per clauses of Chapter - 9 of CPWD specification.

14

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71.4

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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.

14.688

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73.9

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Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge. i) 100 mm nominal bore

1

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4529.9

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Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including 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 pipe in new work i) For Pipes not exceeding 90 mm dia

2700

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50.5

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

2000

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61.3

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

180

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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 in/c. 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 6.0kg/cm2 i)   90 mm dia

1500

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166.2

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ii) 110 mm dia

1000

-

238.8

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iii) 140 mm dia

1000

-

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. i) 100 mm dia

30

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72.3

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ii)  150 mm dia

150

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103.7

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Charges for cutting DI pipe with Mechanical cutter as per CPWD specification and direction of the Engineer - in - charge. i) 100 mm dia

5

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120.4

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ii)  150 mm dia

10

-

225.7

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Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. A. DI all socketted tee i) 150 x 150 x 100 mm dia

1

-

2236.3

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ii) 150 x 150 x 150 mm dia

1

-

2624.1

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B. DI Double socketted tapper i) 150 x 100 mm dia

1

-

1415.8

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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 6.0kg/cm2 i)   40 mm dia

200

-

68.9

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Providing and laying of flexible PVC Pipe (conforming to IS:7634) complete as per specification and direction of the Engineer-in-charge.(Cost of earth work and fitting will be paid searately.) a) 15 mmdia

1000

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38.3

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Providing and fitting fixing GI union joint as per CPWD specification and direction of the Engineer-In-Charge. i) 15mm dia.

100

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71.9

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ii) 40mm dia.

10

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173.8

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Providing and fitting fixing GI socket as per CPWD specification and direction of the Engineer-In-Charge. i) 15mm dia.

100

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46.2

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ii) 40mm dia.

10

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91.2

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Providing and fitting fixing GI Bend/ elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer-In-Charge. i) 15mm dia.

100

-

67.5

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ii) 40mm dia.

5

-

253.8

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Providing & fixing G.I. Equal Tee with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. a) 40 x 40 x 40mm dia.

3

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154.7

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Providing & fixing G.I. Un- Equal Tee with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.

5

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155.9

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Providing and fixing G.I. Full way valve as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 40mm dia.

3

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377.5

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Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. i) By manual means

60

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274.5

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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) 150 mm dia.

6

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1062.7

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Providing & fixing in position Precast RCC hydrant post of size 200 X 200 mm at the bottom and 150 X 150 mm at the top and 1300 mm high (made with cement concrete 1 : 2 : 4 (1 Cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement ( TMT bars) 8 mm dia 1200 mm long 4 nos and 8 mm dia stirrups 9 nos ) ,500 mm shall be kept below ground level , embedding the same with in 500 X 500 X 500 mm cement concrete 1 : 5 : 10 (1 Cement : 5 sand : 10 brick aggregate 1st class 40 mm nominal size) in/c plastering the exposed surface with 12 mm thick cement mortar 1 : 3 (1 Cement : 3 sand) finished with a floating coat of neat cement ) in/c providing and embedding 15 mm dia G.I. pipe (medium class) 1250 mm long with necessary GI fittings like elbow 2 nos , socket 1 no , union 1 no etc. and fitting fixing of CI long handle bib cock by welding with GI socket complete with all earth work required in/c. refilling as per CPWD specification and direction of Er.-in - Charge.

5

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1322.6

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Providing & fixing in position Precast RCC platform of size 1100 X 1100 X 100 mm with curve of size 50 X 50 mm keeping an opening of 100 mm long in a suitable place for draining out of water ( made with cement concrete 1 : 2 : 4 (1 Cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement ( TMT bars) 8nos, 8 mm dia in both direction in/c plastering the exposed surface with 12 mm thick cement mortar 1 : 3 (1 Cement : 3 sand) finished with a floating coat of neat cement ) complete with all earth work required in/c. refilling as per CPWD specification and direction of Er.-in - Charge.

5

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1670.2

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Constructing masonry Chamber 120 x 120 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in -charge. A. with 1st class bricks

2

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18371.2

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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i. 90 mm dia

5

-

104.2

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ii. 110 mm dia

5

-

125.7

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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i. 90 mm dia

30

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223.5

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ii. 110 mm dia

20

-

276.8

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iii. 140 mm dia

20

-

362

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Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 90 x 90 mm dia

5

-

266.3

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ii) 110 x 110 mm dia

5

-

444.7

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iii) 140 x 140 mm dia

5

-

638.1

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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 110 X 90 mm dia

5

-

244.5

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ii) 140 X 110 mm dia

5

-

330.2

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iii) 140 X 90 mm dia

5

-

303.6

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Providing and fitting fixing brass ferrule with CI cover confoming to IS: 2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the Engineer-In-Charge. i) 10 mm nominal bore.

100

-

294.3

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Providing and fitting fixing of C.I. Sluice valves(with cap) complete with bolts, nuts, rubber insertions etc.(the tail piece if required will be paid separately) as per CPWD specification and direction of the Engineer-in-charge. i) 100 mm dia. A. PN - 1.6

2

-

4688.2

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ii) 150 mm dia. A. PN - 1.6

2

-

7354

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Providing and fixing GI pipes of medium class as per IS: 1239 with latest amendment complete with GI fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specifications and direction of the Engineer-in-charge. A. External work i) 15 mm dia nominal bore

60

-

153.8

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ii) 80 mm dia nominal bore

3

-

565.8

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Providing and fabrication of column pipe including fitting fixing of G.I flange by cutting the G.I pipe(conforming to IS:1239 medium class) into 3.05m long and welding the same with G.I 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). iv.For 100mm dia G.I pipe with 10mm thick G.I flange

12

-

3184.6

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Installation of submerssible pump and suitable motor upto required depth with G.I column pipe in/c providing and 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 i) 5000GPH Capacity

36

-

413.5

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Supplying of 5000 GPH x 76m Head water lubricated submersible pump of maximum 150mm outer dia with maximum 10(ten(stages coupled with required wet and non-cover loading submersible motor suitable for 340-440 volts,3 phase 50Hz A.C supply and star delta method of starting along with 35mx2x3x4 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 in/c supplying of 10Nos. suitable cable guard with clips & nuts &bolts,2(two) pair M.S column clamps as per direction of the Engineer-in-charge conforming to terms & conditions of the contract(Each pump with motor shall consist of SS closed type impeller,C.I bowl,C.I discharge case,pump shaft(SS), bush(Bronze),Shaft sleeve(Bronze/chromium),sand guard,winding rotor,stator,counter thrust plate,thrust plate,thrust bearing segment etc conforming to related BIS codes)

1

-

30740

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Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood pannel 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 irrection of the same by 1:1.5:3 cement concrete casting ( 1 feetx 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

-

5132.6

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Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415) 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. i) 35HP/26 kw Relay range within 20-32 + 10%

1

-

18257.5

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Providing and fitting fixing of single phase preventer of L & T or other approved brand of 3 phase 4 wire on relay 15 Sec. etc. as per equipments of the pannel board as per specification and direction of the Engineer-in-charge.

1

-

1430

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Providing and fitting fixing of moving iron type, Range 0-100/0-200 amps, 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 pannel board as per specification and direction of the Engineer-in- charge.

1

-

1652.3

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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 pannel board as per specification and direction of the Engineer-in-charge.

1

-

938.8

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

1

-

6822.3

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Providing and fitting fixing of Moulded Case Circuit Breaker(MCCB) of different Thermal release range, 415 + V, 50 Hz(L&T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. (i) 63-80 Amps

1

-

4398.5

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Providing and fitting fixing of 3 phase indicating lamp fitted with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer – in – charge.

1

-

194.1

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Providing and fitting fixing of pressure meter ( 0.0 - 14.0 Kg/sqcm.) as per relevant IS specification and the direction of the Engineer - in-charge.

1

-

732.7

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Providing and fitting fixing of 8 KVR capacity capacitor non-metallic conductor, reinforcement type complete with clamps (L&T, Crompton make) as per direction of the Engineer-in-charge.

1

-

2400

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Providing 3 – phase wiring of the electric energy meter switch fuse unit capacitor, star delta starter, motor etc. with 7/10 size copper wire and wiring of volt meter, amp meter, electric switch etc. as per direction of the Engineer-in-charge.

1

-

968

... More
Providing internal electrification of the pump house with 2 (two) light points (inside and outside) one celling fan point with individual switch controlled by one standard with proper earthing and complete wiring with 1.5 mtr. single core aluminum wire in/c. the cost of wooden board, batten switch holders etc. complete.

1

-

841

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Providing and fitting fixing of heavy duty safety clamps suitable for 10,000/7,500/5,000 GPH sub – merssible pump as per direction of the Engineer – in – charge. (150 X 100 X 10 mm size)

1

-

500

... More
Providing and fitting fixing of MS rest clamp for resting of whole assembly of the pump (550 X 100 X 10 mm )

1

-

450

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Chages for making GI reducer in/c. cutting, welding, threading at both end, fitting, fixing at site etc. as per specification and the direction of the Engineer-in-charge.(GI pipes will be supplied from the department free of cost) (i) 100 x 80 mm dia

1

-

551.3

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ii) 150 x 100 mm dia

1

-

634.6

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Labour for making 100/80 mm dia GI bend in/c. supplying and fitting fixing of required nos. of GI flange at both end of the bend in/c. necessary welding, cutting etc. and fitting fixing in position complete as per direction of the Engineer – in – charge. (GI pipe will be issued at free of cost)

1

-

460

... More
Charges for making GI tail piece with MS flange (8mm wall thickness) at one end & threading at other end in/c cutting, threading, welding & fitting, fixing as per specification and the direction of the Engineer-in-charge.(GI pipes will be supplied from the department free of cost). a) 150 mm dia

4

-

590.4

... More
b) 100 mm dia

4

-

452.7

... More
Providing and fitting fixing of MS flange(8 mm wall thickness) by welding with GI/MS pipe and placing position as per specification and the direction of the Engineer-in-charge. a) 150 mm dia

4

-

406.4

... More
b) 100 mm dia

4

-

292.2

... More
Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , 2.50 mtr. Long , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge. i) for 3-phase conncetion with 4.00 mtr. Long G.I pipe

1

-

19830

... More
Providing & fitting fixing of sign board( size 1.00x0.75m) at water supply scheme in/c cost of 1mm thick plain aluminium of GI sheet with necessary MS angle(40x40x5mm) in/c necessary bending and fixing on the GCI walling of pump house and painting, writing, nails, spikes etc and carrying to ther worksite complete as per direction of the Er-in-charge.

1

-

803

... More
Supplying of ISI marked/Taparia make tools for water supply scheme. i) Sly Wrenche (12")

1

-

174

... More
ii) Screw Driver

1

-

62

... More
iii) Pliers

1

-

132

... More
Supplying of armed plastic chair( Supreme/Nilkamal make)for different W/S scheme.

1

-

249

... More
Supplying of plastic table(supreme make) for water supply scheme at the work site as per specification and direction of the Engineer-in-charge.

1

-

1320



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