Public Works Department Tender

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Public Works Department - PWD Tender

Coronavirus COVID 19
Eprocure
Opening Date16 Sep 2019
Closing DateCancelled
Tender Amount₹ 96,44,540 
Notes
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Costs

Summary

Badp Scheme At Rulchukan During The Year 2017-18 / Alternate Project /innovative Water Supply Scheme At Phuldungsei Under Jampui Hill Rd Block Area Under Dws Sub-division Kanchanpur

Description

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BOQ Items

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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

900

-

6.2

... More
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. a) All kinds of soil

163.27

-

116.4

... More
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.

17.77

-

615.7

... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – a) All work upto plinth level: i) i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)

26.648

-

7035.1

... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- a) All work upto plinth level: i) 1:1:2 ( 1 Cement: 1 fine sand : 32graded stone aggregate 20 mm nominal size)

46.865

-

10141.8

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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 centring, shuttering, finishing and reinforcement-

-

-

-

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a) In walls (any thickness), including attached pilasters, buttresses, piers, abutments etc. i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

102.7

-

10371.2

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b) In plinth and skirting courses, fillets, columns, pillars, posts and struts i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

1.92

-

10482.1

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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- a) RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas. i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

24.786

-

10415.8

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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

25.26

-

226.1

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ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply

850.45

-

327.8

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

174.72

-

389.8

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

19.2

-

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

21150

-

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 ).

0.39

-

5408.6

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

1211.03

-

150.5

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Neat cement punning.

1031.55

-

44.3

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White washing with lime to give an even shade on old work as required complete as per direction of the Engineer in charge. i) two or more coat

236.25

-

8.3

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Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.

2150.5

-

79.1

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Finishing walls with textured exterior paint of required shade of approved brand and manufacture on old work ( one or more coats ) including preparation of surface as required complete as per direction of the Engineer in charge.

236.25

-

82

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Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:- i) G.I.pipes.

546.05

-

115.7

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Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:

-

-

-

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i) In stringers, treads, landing etc. of stair cases including use of chequered plate wherever required, all complete

100

-

78.6

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ii) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete

307.8

-

88.7

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Providing and fixing CI sluice valve Class 1 with cap complete with bolts, nuts, rubber insertions etc (the tail piece if required will be paid separately) as per chapter 20 of CPWD specification and direction of engineer in charge. i) 150 mm dia.

2

-

7354

... More
Providing and fixing G.I pipe meium class as per IS:1239 with latest amendment complete with G.I fittings including trenching and refilling cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. A. External works i) 150 mm dia nominal bore

20

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1154.6

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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) 150 mm dia

6.3

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1062.7

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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). i) For 80 mm dia G.I. pipe with 10 mm thick GI flange

2

-

2397.6

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Providing and fixing C.I. non-return valve of approved quality as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i)150 mm nominal bore

1

-

6764.3

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Providing & installation and commissioning of 5000 GPH capacity 220 mtr head water lubricated submerssible pump with 3 Ph , 415 V AC 30.00 HP motor with star delta connection upto the depth of 10 ft by 50 mm dia GI column pipe ( conforming to IS : 1239 medium class ) with tailpiece welded with 10 mm thk GI flange 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 (Excluding the cost of Electrical Flat cable for submersible pump).

2

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110448

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Sub Head : Ground Level Clear water Reservoir

-

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-

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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

900

-

6.2

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil

937.5

-

128.8

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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. All kinds of soil

293.63

-

150.1

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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. All kinds of soil

195.75

-

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.

22.13

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615.7

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work upto plinth level:

-

-

-

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i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)

27.835

-

7035.1

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ii) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

11.54

-

10094.2

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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: 1:1:2 ( 1 Cement: 1 fine sand : 32graded stone aggregate 20 mm nominal size)

80.71

-

10141.8

... More
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 centring, shuttering, finishing and reinforcement-

-

-

-

... More
a) In walls (any thickness), including attached pilasters, buttresses, piers, abutments etc. i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

41.48

-

10371.2

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b) In plinth and skirting courses, fillets, columns, pillars, posts and struts i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

2.56

-

10482.1

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

5.084

-

10363

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

8.552

-

10415.8

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Providing and laying upto floor five level reinforced cement concrete work in domes, vaults, shells, folded plate and roofs having slope more than 15° excluding the cost of centring, shuttering, finishing and reinforcement. 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

26.652

-

12144.6

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

-

-

-

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

28.4

-

226.1

... More
ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply

391.77

-

327.8

... More
iii) Suspended floors, roofs, landings, balconies and access platform with timber planks

74.49

-

389.8

... More
iv) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank

38.36

-

270.6

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

32

-

413.6

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vi) Domes upto 6 m span

213.21

-

781.5

... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars

19800

-

59.7

... More
First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).

0.389

-

5408.6

... More
Half brick works with First class bricks in super structure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).

50.76

-

787.3

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

938.32

-

150.5

... More
Neat cement punning.

371.04

-

44.3

... More
White washing with lime to give an even shade on old work as required complete as per direction of the Engineer in charge. i) Two or more coat

563.62

-

8.3

... More
Finishing walls with textured exterior paint of required shade of approved brand and manufacture on old work ( one or more coats ) including preparation of surface as required complete as per direction of the Engineer in charge.

563.62

-

82

... More
Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:- i) G.I.pipes.

984.5

-

115.7

... More
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:

-

-

-

... More
i) In stringers, treads, landing etc. of stair cases including use of chequered plate wherever required, all complete

200

-

78.6

... More
ii) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete

356.4

-

88.7

... More
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification

2013.47

-

79.1

... More
Providing and fixing CI sluice valve Class 1 with cap complete with bolts, nuts, rubber insertions etc (the tail piece if required will be paid separately) as per chapter 20 of CPWD specification and direction of engineer in charge. i) 150 mm dia.

2

-

7354

... More
Providing and fixing G.I pipe medium class as per IS:1239 with latest amendment complete with G.I fittings including trenching and refilling cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. A. External works i) 150 mm dia nominal bore

20

-

1154.6

... More
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixing with dash fasteners of required dia and size, including necessary filling up of gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawing and the direction of Engineer­in­charge. (Glazing and paneling and dash fasteners to be paid for separately) : For fixed portion of approved quality Polyester powder coated aluminium ( minimum thickness of polyester powder coating of 50 micron )

67.2

-

404.2

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Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-inCharge. The IGUs shall be assembled in the factory/ workshop of the glass processor.“(Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2)“For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.“

-

-

-

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(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25 - 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.

3.96

-

4169.9

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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) 0.63mm thick with zinc coating not less than 275gm/m2

20

-

718.1

... More
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) 150 mm dia

6.3

-

1062.7

... 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). For 80 mm dia G.I. pipe with 10 mm thick GI flange

1

-

2397.6

... More
Providing and fixing C.I. non-return valve of approved quality as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i)150 mm nominal bore

1

-

6764.3

... More
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 / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge. i) 200 amps

1

-

11271.1

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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. i) 75 HP/55 kw Relay range within 45-75 + 10%

2

-

45278.8

... More
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood 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 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

-

5132.6

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Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge. i)16 sqmm

50

-

259.9

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

1

-

938.8

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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

... More
Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge. i) 6.0 sqmm

100

-

294.8

... More
Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , 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 connection with 4.00 mtr. Long G.I. Pipe

1

-

19830.8

... More
Providing & installation and commissioning of 5000 GPH capacity 220 mtr head water lubricated submerssible pump with 3 Ph , 415 V AC 30.00 HP motor with star delta connection upto the depth of 10 ft by 50 mm dia GI column pipe ( conforming to IS : 1239 medium class ) with tailpiece welded with 10 mm thk GI flange 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 (Excluding the cost of Electrical Flat cable for submersible pump).

2

-

110448

... More
Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. i) 128-160 Amps

1

-

8163.1

... More
P) Sub Head : Construction of Toilet block

-

-

-

... More
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. -All kinds of soil

15.314

-

150.1

... More
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.

16.04

-

615.7

... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. -All work upto plinth level: 1:5:10 ( 1 Cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size)

1.649

-

6207.7

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

5.862

-

5167.1

... More
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 ).

0.645

-

5930.8

... More
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 ).

12.355

-

787.3

... 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. i) 40mm thick.

5.25

-

481.5

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

33.27

-

150.5

... More
15 mm cement plaster on the rough side of single or half brick wall of mix:. In cement mortar 1 : 6 ( 1 cement : 6 fine sand )

34.4

-

157.8

... More
Neat cement punning

25.4

-

44.3

... More
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: 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)

0.037

-

8139.6

... More
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- a) 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 stone aggregate 20 mm nominal size) cum

0.842

-

8558.3

... More
Centering shuttering including struttings, propping etc. and removal of form work for: i) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply

7.86

-

452.1

... More
ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply

0.63

-

327.7

... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars

600

-

59.7

... More
6 mm cement plaster of mix : i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )

10.06

-

135.3

... More
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : a) Karai wood

0.031

-

58356.9

... More
Providing and fixing panelled / or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked bright finished / black enamelled M.S butt hinges with necessary screws excluding panelling and or glazing, which will be paid for separately but including the wooden beading of 20 × 12 mm for fixing panelling and or glazing as per direction of Engineer-In-Charge. a) Local Teak wood 35 mm thick shutters

1.28

-

1319

... More
Providing & fixing White vitreous china water closet squatting pan (Indian type) along with "S" or "P" trap including dismantling of old WC seat and "S" or "P" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material including malba, all complete as per the direction of Engineer-in charge : i) Orissa pattern W.C Pan of size 580x440 mm.

1

-

945.8

... More
Constructing soak pit 1.20 x 1.20 x 1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.

1

-

5138.2

... More
Providing fitting fixing of PVC Vent cowl (ISI marked) with solvent cement complete as per specification and direction of the Engineer - in - charge i.) 110 mm dia. nominal bore

2

-

7.88

... More
Charges for fixing and laying rigid UPVC pipes jointing with couplers, solvent cement including testing of joints complete ( excluding the cost of pipes, couplers, solvent cement which are to be issued from the department free of cost and 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) ii). 110 mm OD

8

-

18.3

... More
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. ii). 110 mm OD

2

-

276.8

... More
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 1.67 litre/10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]

21.925

-

92.9

... More
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]

2.43

-

73.9

... More
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 fittings will be paid separately). .

-

-

-

... More
a) 15mm dia

10

-

38.3

... More
b) 20mm dia

50

-

44.2

... More
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
i) 15 mm dia

2

-

71.9

... More
ii) 20 mm dia

2

-

85.4

... More
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
iii). 15 mm dia 225 mm long

2

-

58.7

... More
Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge. i). 15 mm nominal bore

1

-

86.2

... More
Providing and fixing brass stop cock of approved quality. i). 15 mm nominal bore

1

-

278.5

... More
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. All kinds of soil

5.105

-

116.4



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