Public Works Department Tender

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Public Works Department - PWD Tender

Works
Coronavirus COVID 19
Eprocure
Opening Date13 Apr 2021
Closing Date3 May 2021
Tender AmountRefer Documents 
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BOQ Items

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DO_NOT_SHOW

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B. Bottom Plug i) PCC M 20 Grade Case - I : Using Concrete Mixer

42.81

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11539.71

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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.

7.55

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68550.34

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Sand Filling in Wells complete as per Drawing & MoRT&H technical specifications Clauses 1200.

237.58

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1078.1

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PCC 1:3:6 in Foundation :Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100. (including centering, shuttering, staging etc. but excluding reinforcement )

3.93

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9934.25

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Sinking of wells of circular shape in all kinds of soil, through all kinds of stratas and category, with or without water by all methods, other than pneumatic sinking including construction of cofferdams, wherever necessary including dressing for laying the well curbs, removal of underground snags, if any, such as logs, isolated boulders etc. encountered during sinking including use of Kentledge including supports, loading and unloading of weight etc.as per drawing and technical specification and removal of earths etc. with all lifts and lead upto 1000 m as per MoRT&H technical specification section 1200. I. Depth below bed level upto 5.0 m

83.41

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392.6

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II. Depth beyond 5.0m upto 10.0 m

83.41

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636.5

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III. Depth beyond 10.0 m upto 15.0 m

83.41

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944.9

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IV. Depth beyond 15.0 m upto 20.0 m

33.36

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1384.6

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Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per drawings & MoRT&H technical specifications Clauses 1200 & 1900 Cutting Edge

0.86

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90255.73

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Reinforcement for RCC works including straightening, cutting, bending all complete upto floor five level i) Thermo-mechanically treated bars/ cold twisted deformed steel bars

479

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78.2

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Steel work in welded built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required . i) In grating, frames, guard bar, railing ,brackets, gates & similar works, all complete. MS Ladder ( ISA 65 X 65 X 6 )

167.42

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113.8

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Centering shuttering including strutting, propping etc. and removal of form work for : i) Suspended floors, roofs, landings, balconies and access platform with MS plates & props.

4.32

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561.1

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Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc including cost of de-shuttering and decentring at all levels, over a hright of 3.5m, for every additional height of 1 metre or part thereof: Suspended floors ,roofs, landings and balconies (Plan area to be measured)

0.86

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214.2

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Reinforced cement concrete work in beams, suspended floors, roofs having slope 150 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 degree landings, balconies, shelves, chajjas. i) 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded stone aggregate of 20 mm nominal size)

4.33

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12104.7

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Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work including cutting, hoisting and fixing in position and applying a priming coat of approved steel primer all complete as required. A. For shutter, valves of ports, lifting arrangement of pumps etc. a) Frame (MS) : 169.302 Kg b) Shutter Plate (8 mm Thick) MS : 231.732 Kg c) Spacer (MS) : 52.092 Kg d) NUT (GM) : 41.616 Kg e) Spindle 40 mm Dia (MS) : 68.229 Kg f) Guide Brush : 2.844 Kg g) Collar (MS) : 2.844 Kg h) Channel ISMC:100 (MS) : 33.12 Kg i) Coupling : 4.437 Kg j) M 10 Nut & bolts : 12.00 Kg k) Angle ISA-65x65x6 : 62.64 Kg l) Head Stock (CI) : 186.42 Kg m) CI wheel (CI) : 6.00 Kg n) MS Fine screen of steel wire fabric for intake well port : 41.85 Kg o) Chain Pully (ISMB:150): 202.64 Kg Total

1117.77

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91.2

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Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flat, square or solid round bars etc. all complete i. Fixed to steel windows by welding

259.74

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122.3

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SUB-HEAD : Fabrication, Supply and Erection for 30.00 mtr Steel Foot Bridge

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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.

4883

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91.2

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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. G.I pipes

436

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138

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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade.[Payment shall be made after submission of Test Certificate issued by the Manufacturer] Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture

146

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119.7

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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:- i) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete

508.2

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113.8

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SUB-HEAD : Construction of RCC Abutment

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Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporay casing of appropriate length for setting out and removal of same and the length of pile to be embedded in the pile cap etc. by percussion drilling using Direct Mud Circulation (DMC) or Bailer and Chisel Technique by Tripod and Mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads.( Length of pile for payment shall be measured upto the bottom of pile cap ). Note:Truck Mounted rotary/ TMR/Tubewell Boring Machine shall not be used. a. 450 mm Dia

58

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2290.4

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Reinforcement for RCC works including straightening, cutting, bending, placing in position and binding all complete upto plinth level i) Thermo-mechanically treated bars of grade FE-500D or more.

854

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78.2

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Providing and laying in position cement of concrete specified grade excluding the cost of centring and shuttering- All work upto plinth level: i) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brick aggregate of 40 mm nominal size)

0.42

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8075.6

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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 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded stone aggregate of 20 mm nominal size)

5

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10974.6

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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.

6.79

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268.9

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ii) Columns,Pillars,Piers, Abutments, Posts and Struts with M.S. shutters

7.8

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516.9

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6 mm cement plaster of mix: i) Ccement mortar 1:4 (1 cement:4 fine sand)

13

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136.9

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Neat Cement punning

13

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45.1

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SUB-HEAD : Construction of Raw Water Pump House

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-

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Reinforcement cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, colounns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement. In plinth & skirting courses, fillets, columns, pillars, post & struts ii. 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded stone aggregate of 20 mm nominal size)

2.62

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11791.9

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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 150 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 In Suspended floors, roofs slope 150 landings, balconies, shelves, chajjas. i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)

7.18

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12104.7

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RCC work in work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase. ii) 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded stone aggregate of 20 mm nominal size)

2.32

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12104.7

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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. i)Thermo-Mechanically Treated bars of grade Fe-500D or more

2256

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78.2

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Centering shuttering including struttings, propping etc. and removal of form work for: i) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply.

43.67

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385.2

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ii) Columns, Pillars,Piers, Abutments, Posts and Struts with M.S. shutters

29.1

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516.9

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

6.23

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417.7

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iv) Edges of slabs and breaks in floors and walls under 20 cm wide

47.44

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99.5

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Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof: Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). i) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. a) Roof Beam

17.63

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428.4

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ii) Suspended floors ,roofs, landings, balconies and access platform with MS plates & props a) Roof slab

29.69

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428.4

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iii) Columns, Pillars,Piers, Abutments, Posts and Struts with M.S. shutters a) Column (24.60m - 25.60m)

6

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214.2

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b) Column (25.60m - 26.45 m)

2.1

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428.4

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iv) Edges of slabs and breaks in floors and walls under 20 cm a) Roof slab

16.76

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428.4

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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 1:6 ( 1 cement : 6 fine sand )

15.6

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9859.7

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Steel work in welded built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required . i) In grating, frames, guard bar, railing ,brackets, gates & similar works, all complete.

327

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113.8

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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 275mm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters & with handles, hold fast including embedding in cement concrete of required grade required for fixing in position, all necessary fittings, including applying of approved steel primer etc. complete as required: i. 80 x 1.25 mm MS laths with 1.25 mm thick top cover

5.7

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2924.3

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

2.1

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3547.6

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Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

150

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99.6

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Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for paneled or paneled and glazed shutters 25 to 40 mm thick. Local teak wood 16 mm thick

10.13

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1624.2

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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. i. Fixed to steel windows by welding

131.63

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122.3

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Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : i) 150 x 10 mm

10

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58

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

60.64

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136.9

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20 mm cement plaster of mix : i) In cement mortar 1:6 ( 1 cement : 6 fine sand )

78.68

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221.9

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

70

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185.3

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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work ( two or more coats) over and including water thinnable priming coat with cement primer.

101.48

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95.7

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Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. Water thinnable cement primer

82.48

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37.5

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Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 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)

82.48

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119.4

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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture

31.8

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119.7

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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 etc. complete. i)50 mm thick with 20 mm well burnt brick aggregate

16.64

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514.17

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Grading roof for water proofing treatment complete as required as per direction of the Engineer-in-charge with : Cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size)

1.57

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10554.1

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SUB-HEAD : Raw Water Rising Main

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-

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

3500

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99.8

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ii) For pipes exceeding 300 mm dia. but not exceeding 600mm dia.

3500

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182.9

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Providing and laying S&S centrifugally cast (SPUN) ductile iron class K-9 pipes conforming to IS: 8329 as per CPWD specification and direction of the Engineer-in Charge i) 400 mm dia Ductile Iron Class K-9 pipes

3500

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6996.4

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ii) 300 mm dia Ductile Iron Class K-9 pipes

3500

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4761.5

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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 i) Upto 300mm dia.

2

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181392.2

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ii) Above 300mm dia.

1.2

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249667.1

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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) 300 mm nominaL bore

15

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40252.6

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ii) 400 mm dia nominaL bore

15

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57674

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Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately ). i) 300 mm dia

3

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15919.9

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ii) 400 mm dia

3

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18326.3

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SUB-HEAD : Pump Motor and Electrical Accessories

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-

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Supplying of 75-90 KW vertical hollow shaft SPDP squirrel case induction motor suitable for 3 phase GRW / Kirlaskar / Jyoti/KEC make of 415±10% volt, 50 Hz, AC power, star-Delta starting and provided with non reversible retainer and thrust bearing housing as per IS:325 complete suitable for 75000 GPH with 60 mtr. head VT pump for lifting of raw water from intake well complete in all respect as per direction of the Engineer-in-charge.

2

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736526.5

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Supplying of 75000 GPH with 60 mtr. head water lubriucated vertical turbine pump as per IS:318 (Adjustment shall be such that run free in all installed condition) and impeller shaft shall be of 12 % chromium steel confirming to IS:1570(latest) of GRW/ WPIL/KIRLOSKAR for lifting of raw water from intake well complete in all respect as per direction of the Engineer-in-charge

2

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842720

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Installation and commissioning of VT pump with suitable motor in/c. 10.50 mtr of 200 mm dia ERW double flanged (DF) column pipe and shaft assembly with basket stainer suitable for lifting of raw water from intake well complete in all respect as per direction of Engineer-in-charge.

1

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114339

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Charges for 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 200 mm Dia A) P.N-1.6

4

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1888.2

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Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge. 200 mm dia

4

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16749.4

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Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), current range 200 Amps, 415/500 Volt, L & T / Havell's/HPL make etc. complete as per specification and direction of the Engineer-in-charge. 200 amps

2

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14012.8

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Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, 125 HP/ 90 kw Relay range within66-110 + 10% ) 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. 75 HP/ 55 kw Relay range within 45-75 + 10%

2

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63303.5

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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.

2

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954.8

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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. i) 0-200 amps

2

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1671.4

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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. 80-100 Amps

2

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4278.6

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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) 50 Sqmm

40

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737.2

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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

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7847.4

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Providing and 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. 20-50 kVAr

20

-

564.4

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

2

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212.8

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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

-

18492

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3 ton capacity Chain pully with chain & Mechanical arrangement

1

-

45000

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Providing and laying Double Flanged ( screwed / welded ) centrifugually ( Spun ) cast iron, class B ( IS : 1536 ) as per CPWD specification and direction of the Engineer - in - charge. i) 300 mm dia C.I. Double Flanged Pipe

4

-

7613

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ii) 200 mm dia C.I. Double Flanged Pipe

2

-

4906.7

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Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc. suitable for flanged jointing as per IS : 1538 as per CPWD specification and direction of the Engineer - in - charge i) Upto 300 mm dia.

0.27

-

129042



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