Kolkata Municipal Corporation Tender

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Kolkata Municipal Corporation - KMC Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date28 Jan 2025
Closing Date19 Feb 2025
Tender Amount₹ 72,89,256 
Notes
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Costs

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Page - 10 / It - 2 Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.In ground floor including roof. (a) upto 150 mm. thick

9.02

939

8465.09

... More
Page - 10 / It - 3 Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steeln bars. (a) In ground floor including roof.

0.95

1956

1848.42

... More
Page - 12 / It - 13 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge

380.93

166

63234.55

... More
Page - 1 / It - 3 Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.

63.28

77

4906.73

... More
Page - 2 / It - 4 (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)

135.23

936

126599

... More
Page - 14 / It - 1 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

347.77

361

125544.97

... More
Page -34 / It - 22 (CORRI - 3) (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] (a) 1:3:6 proportion

34.78

5376

186961.15

... More
Page -41 / It - 33 (CORRI - 3) Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes. Pakur variety ROOF

5.68

5544

31467.74

... More
Page - 192/ It - 15 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

80.49

34

2736.66

... More
Page - 47/ It - 4 40 mm. thick damp proof course with cement concrete (1:1.5:3) (with graded stone chips 20 mm nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementitious waterproofing slurry coat complete [cost of water proofing compound and non toxic paint to be paid seperately) for underground water retaining structures. [water proofing as per item no 9 and non toxic paint as per item no. 8 (b) of subhead C of Section 'C'

113.52

297

33715.44

... More
Page -26 / It - 10i (RATE ANALYSIS) Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety

11.95

5991

71593.88

... More
FIRST FLOOR

10.45

6086

63599.95

4.06

6181

25095.35

... More
Page-32 / It - 18 (Rate analysis) Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] In Ground Floor and Foundation ii) With approved concrete pump

106.01

7468

791713.18

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FIRST FLOOR

29.38

7563

222234.87

0.25

7658

1914.66

... More
Page - 43 / It - 40 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor / upto 4m (i) Tor steel/Mild Steel (I) SAIL/TATA/RINL

16.67

60580

1009686.86

... More
FIRST FLOOR

5.47

61060

334059.26

0.59

61540

36431.68

... More
Page - 42 / It - 36 Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) (a) 25mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-charge.

483.8

335

162071.33

... More
FIRST FLOOR

239.83

353

84658.23

51.7

371

19178.85

... More
Page - 15 / It - 8 Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth

37.45

5413

202706.02

... More
Page - 15 / It - 8 Brick work with 1st class bricks in cement mortar (1:6) b) In superstructure, ground floor

32.69

5636

184235.2

... More
FIRST FLOOR

22.25

5747

127865

10.44

5858

61157.52

... More
Page - 16 / It - 16 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.

131.6

736

96857.6

... More
FIRST FLOOR

131.6

748

98436.8

26.46

760

20109.6

... More
Page - 189 / It - 1 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (a) 20 mm thick plaster

262.42

194

50909.48

... More
FIRST FLOOR

144.22

198

28555.56

139.36

202

28150.72

... More
b) 15 mm thick plaster

248.59

167

41514.53

... More
FIRST FLOOR

248.59

171

42508.89

... More
STAIR ROOM

64

175

11200

... More
(c) 10 mm thick plaster

148.45

133

19743.85

... More
FIRST FLOOR

148.45

137

20337.65

1

141

141

... More
Page - 233 / It -1 Supplying profiles of required section made of Aluminium Alloy Extrusions conforming to IS: 732-1983 and IS: 1285- 1975; Annodized (with required film thickness and specified colour / natural) matt finished conforming to IS: 1868-1983 for fabrication of composit door, sliding & casement windows, partitions, formed of basic sections of any ISI embossed / certified make and brand as per direction of Engineer - InCharge. (Payment will be made on finished length of the work). (A) In 10-12 Micron thickness Annodizing film I) Natural white b) 3- track sliding window i) Bottom frame

54

311

16794

... More
ii) Top and side frame.

140.4

270

37908

... More
d) Shutter for all track sliding window. i) Bottom & Top member.

129.6

117

15163.2

... More
ii) Style side member.

108

119

12852

... More
iii) Interlock member.

60

148

8880

... More
h) Louvered window. i) Top, bottom and side member.

9.6

193

1852.8

... More
ii) Louvered Section.

9.6

672

6451.2

... More
iii) Cleat angle ( Non-annodized).

9.6

263

2524.8

... More
Page - 242 / It -8 Supplying EPDM gusket of approved make and brand as per direction of Engineer in charge. i) For sliding windows b) 'U' shaped EPDM gasket for frames.

54

15

810

... More
Page - 243/ It -9 Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. iii) 5mm thick clear glass.

66.24

526

34842.24

... More
Page - 240 / It -2 Labour charge for fabrication and installation of composite door, window, partitions made from annodized extruded alloy aluminium sections for the following units:- (A) Glazed aluminium sliding windows made of extruded and annodized alloy aluminium sectios, fabrications, including cutting to proper shape and size, drilling and aligning of window shutter frame fitted with in built locking arrangements, sliding rollers and other necessary fittings, fixture, adhesives and joineries along with extruded neoprine or EPDM gasketing in between window frame and masonry work (walls, column, beam.lintels etc.) as well as between glass and shutter frame for fixing glass and Polysulphide sealant and in between shutter and window frame where necessary including cutting to requisite size and fixing glass as per drawing, specification and direction of EIC. The rate includes the hire charge of all tools and plants, including all incidental charges, adhesive, joineries such as screw, cleat angle etc. but excluding the cost of extruded aluminium sections, glass, neoprene / EPDM gasket, locking arrangement and rollers. ii ) 3 /4 track sliding window.

32.4

941

30488.4

... More
FIRST FLOOR

32.4

953

30877.2

... More
v ) Louvered window. Ground Floor

0.72

730

525.6

... More
FIRST FLOOR

0.72

742

534.24

... More
Page - 104 / It -13 (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor) (ii) Grill weighing above 16 Kg./sq.mtr and above (unit weight 17.50kg./s.q.)

6.63

9696

64313.57

... More
FIRST FLOOR

5.98

9792

58571.69

0.87

9889

8624.01

... More
Page - 105 / It -15 Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.

7.56

1304

9858.24

... More
Page - 114/ It - 01 Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). Note: Extra for Lifting Charges for each additional floor, i) Rs. 200/- per Cu.m (upto 4th floor) ii) Rs.250/-(above 4th floor) (e) Sal : Malayasian

0.28

83218

23550.69

... More
FIRST FLOOR

0.41

83418

33784.29

... More
Page - 124/ It - 11 Supplying solid flush type doors of commercial quality, the timber frame consisting of top and bottom rails and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 37.5mm wide battens places both ways in order to make the door of solid core and internal lipping with Garjan or similar wood veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing shutters in position but excluding the cost of hinges and other fittings in ground floor. (a) 35 mm thick shutters (single leaf)

17.64

2659

46904.76

... More
FIRST FLOOR

25.2

2673

67359.6

... More
Page - 115/ It - 4 Supplying, Fitting & Fixing Factory made P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm, PVC sheet miter cut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15 mm M.S. square tube. The two vertical door profiles are to be reinforced with 19 mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm long M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of screws to be provided for each vertical member and minimum 2 Nos for horizontal member etc. complete as per Manufacturer‟s specification and direction of Engineer-in-Charge.

19.8

305

6039

... More
Page - 133/ It - 26 PVC Door Shutter-37 mm thick : Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of suitable size and section with 2.0 mm (+/-0.2 mm) wall thickness, the section will have 2nos. built in beads, horizontal & vertical section shall be fixed to each other by self tapping screws and 2 nos. of solid plastic or M.S. tubular galvanised brackets of length 200mmx80mm and other100mmx100mm both 1.20 mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 105 mm x37mm with 2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle as lock rail reinforced by solid polymer bar of 200 mm long at both ends abd screws from both sides. The section frame will then be fitted in by PVC panels of size 100 mmx20 mm with wall thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm dia and screws from both sides 6mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour, and hire of tools and plants and appliencies. Carriage of all materials taxes and all other incidental charges complete.The rate is exclusive of cost of hinges, hasp bolt, tower bolt,door ring etc. In ground floor. FIRST FLOOR

6.3

2301

14496.3

... More
Page - 140 / It -4 Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately) (a) 40mm X 6mm, 250mm Length

102

29

2958

... More
Page-244/ It- 13/A (A) Supplying Aluminium casted body hydraulic door closer as per I.S.I.

17

635

10795

... More
Page-244/ It- 13/C C) Supplying Heavy Duty Aluminium Handle (EBCO Type) (Natural White)

34

96

3264

... More
Page-143/ It- 19/I (i) Door stopper.(Brass)

17

117

1989

... More
Page - 143 / It - 16 (a) Supplying 'Godrej' mortice lock chromium plated with latch and keys 4 levers, including fitting and fixing complete.

17

1081

18377

... More
Page - 145 / It - 29 Anodised aluminium butt hinges of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 205/66) and fitted and fixed with cadmium plated screws: (iii) 75 x 45 x 2.5mm.

17

52

884

... More
Page - 145 / It - 30 Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete: (a) With continuous plate base (Hexagonal/ Round rod) (ii) 100 mm grip x 10 mm dia rod.

34

69

2346

... More
Page - 144 / It - 26 Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws: (iv) 150mm long x 10mm dia. bolt.

34

63

2142

... More
Page - 106/ It - 18 Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor) In ground floor.

7.56

4330

32734.8

... More
FIRST FLOOR

2.52

4373

11020.72

... More
Page - 54 / It -17 18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m]

109.91

1024

112544.77

... More
FIRST FLOOR

108.41

1036

112309.65

... More
Page - 54 / It -20 Supplying, fitting and fixing 18 mm. to 22 mm. thick kota stone slab in wall, dado in 15 mm thick [avg] cement mortar (1:3) including making suitable arrangement to hold the stone properly by brass / copper hooks including pointing in cement mortar (1:2) (1 cement : 2 marble dust) with admixture of pigments matching the stone shade, including grinding and polishing all complete as per direction of Engineer-in-charge including cost of materials, labour, scaffolding, staging, curing complete. [Using cement slurry for bedding @4.4 kg/Sq.m and for jointing @1.8 kg/Sq.m]

17.2

1160

19952

... More
FIRST FLOOR

17.2

1172

20158.4

... More
Page - 64 / It -35 Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. 2. Add extra for each addl, floor over the rate for item 35 & 36 of subhead A. (i) upto 4 th floor-Rs 5/ Sq.m (i) above 4 th floor-Rs 6.25/ Sq.m (A) Floor With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m (ii) Other than Coloured decorative including white

7.3

713

5204.9

... More
FIRST FLOOR

7.3

718

5241.4

... More
(B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m (ii) Other than Coloured decorative including white

31.33

715

22400.95

... More
FIRST FLOOR

22.93

720

16509.6

... More
Page - 198/ It - 5 (b) Rendering the surface of walls and ceiling with white cement based wall putty of approved make and brand(1.5mm thick)

397.04

122

48438.88

... More
FIRST FLOOR

397.04

122

48724.75

... More
STAIR HEADROOM

65

123

8023.6

... More
Page - 195/ It - 7 Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor) (a) One Coat i) Water based interior grade Acrylic Primer

859.08

3080

26459.66

... More
Page - 201/ It - 4 Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : (Two coats) i) Standard Quality

859.08

62

53262.96

... More
Page - 196 / It - 08 Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification. In Ground floor (ii) One coat on new surface.

262.42

34

8922.28

... More
FIRST FLOOR

144.22

34

5005.88

... More
STAIR HEADROOM

139.36

35

4936.13

... More
Page - 196 / It - 08 Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: (a) One Coat

262.42

3140

8239.99

... More
FIRST FLOOR

144.22

3211

4630.9

... More
STAIR HEADROOM

139.36

3282

4573.8

... More
Page - 197 / It - 17 Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) a) Normal Acrylic Emulsion

262.42

67

17582.14

... More
FIRST FLOOR

144.22

67

9765.14

... More
STAIR HEADROOM

139.36

68

9535.01

... More
Page - 200/ It - 1a (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

91.83

29

2663.07

... More
Page - 200/ It - 2 (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface : With other than high gloss of approved quality - (iv) Two coats (with any shade except white)

91.83

72

6611.76

... More
Page - 200/ It - 1b (b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

154.22

38

5860.51

... More
Page - 200/ It - 2a (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (a) On timber or plastered surface : With other than hi-gloss of approved quality- (iv) Two coats (with any shade except white)

154.22

75

11566.8

... More
PWD.BLDG SCHEDULE_WEF 01.11.2017 100-1(F) A. 2 M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. i) For trusses spanning up to 12.00 m Circular steel hollow section (4.01 KG/Mtr) (50 OD/ 3.5 MM Thick) STAIR HAND RAIL

0.58

72951

42092.73

... More
PWD BUILDING P-101/SL-2A (3RD CORRI) M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. i) For roof truss works a) Span up to 12 Mtr 49.5 x 49.5 x 4.5 (5.95 KG/MTR)

0.69

72316

49898.04

... More
NONE- NEW 10 TH CORRI Supply. fitting & Fixing of roofing sheer of colour coated 0.45mm Base Metal Thickness (BMT) (0.53 mm Total P Thickness excluding paint(TPT)) of 700 mm effective cover width, 43mm deep rib spaced at 233mm c/c along with micro-stiffeners perpendicular to ribs for strength. The steel sheet shall have minimum Yield strength of 550MPa, metallic coated of Zincalume, Aluminium Zinc alloy AZ150, conforms to 1S15961, pre-painted with inorganic pigments super durable polyester(SDP) colorbond xrw ( xlerior roofing and walling ) with higher SRI ( solar reflective index ) value Thermatech technology conforms to IS 15965 class 3. The sheets shall be fixed to every purlin by means of clips - KL70. The clip KL-70 shall be fastened with nominal 40um Zinc coated or nominal 25um Zinc-tin alloy coated, Hex heud, self-drilling screw as per AS 3566-2002 Class 3 fasteners. The profile sheet shall be of same parent of coil. The profile sheet, fastener size etc. shall be approved by the concern authority. The measurement shall he based on finished/covered surface area. (Note: Specific permission of theChief Engineer is required for execution of this item)

35

1043

36505

... More
PWD BUILDINGP-82/IT-11 Galvanised iron sheet eaves gutter fitted and fixed with necessary 50 mm X 6 mm M.S flat bar clamps bent to design, bolts, nuts, washers etc. complete. Eaves gutter made of 0.63 mm. sheets.(300mm End lapping) (a) 225 mm. wide gutter

10

342

3420

... More
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A) (i) Single Socketed 3 Meter Length (b) 110 mm

54

292

15768

... More
(B) Fittings (ii) Plain Tee (b) 110 mm

16

85

1360

... More
(iii) Door Tee (b) 110 mm

16

195

3120

... More
ix) Bend 45º (b) 110 mm

16

89

1424

... More
xi) Door Bend (T.S.) (b) 110 mm

4

147

588

... More
xiii) Cross Tee (b) 110 mm

4

186

744

... More
xv) Vent Cowl (b) 110 mm

6

33

198

... More
Page - 74 / It - 24 (SANITARY AND PLUMBING) Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin- charge. (Payment will be made on centre line measurement of the total pipeline including specials. (A) Above ground (ii) 110 mm dia.

54

57

3078

... More
Page - 81 / It - 15 (SANITARY AND PLUMBING) Supplying, fitting and fixing bevelled edged mirror 5.5 mm thick silver red as per I.S. 3438 / 1965 together with brass C.P. hinges. (i) 450 mm X 300 mm

2

367

734

... More
Page - 42 / It - 6 (SANITARY AND PLUMBING) Supplying, fitting and fixing stainless steel sink complete with waste fittings and two coats of painting of C.I. brackets. (a) Sink only (ii) 630 mm X 550 mm X 180 mm

2

3788

7576

... More
Page - 41 / It - 2 (SANITARY AND PLUMBING) Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint. (i) 450 mm X 300 mm size

2

1979

3958

... More
Page - 82 / It - 18 (SANITARY AND PLUMBING) Supplying, fitting and fixing soap holder. (c) Polythene

4

50

200

... More
Page - 45 / It - 19 (SANITARY AND PLUMBING) Supplying, fitting and fixing pillar cock of approved make. a) (i) CP Pillar Cock - 15 mm. (Equivalent to Code No. 507 & Model - Tropical / Sumthing Special of ESSCO or similar brand).

4

555

2220

... More
d) Polythene Piller Cock (EMCO / ATLAS or equivalent) (i) 15 mm

4

104

416

... More
f) (ii) CP 2-way bib Cock - 15 mm, supplied, fitted and fixed. (Code No.5041 & Model - FLORENTINE of JAQUAR or similar brand).

4

1269

5076

... More
Page - 6 / It - 7 (SANITARY AND PLUMBING) Supplying, fitting and fixing bib cock or stop cock. (a) (i) Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand).

4

539

2156

... More
(d) (i) Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand).

4

815

3260

... More
(f) (ii) Polythene Bib Cock / Stop Cock with plastic inlet (EMCO / ATLAS or equivalent) 15 mm

4

89

356

... More
Page - 79 / It - 2 (SANITARY AND PLUMBING) Supplying, fitting and fixing E.W.C. in white glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc. (a) With 'P' trap

2

1421

2842

... More
Page - 81 / It - 10 (SANITARY AND PLUMBING) Supplying, fitting and fixing Closet seat of approved make with lid and C.P. hinges, rubber buffer and brass screws complete. (a) E.W.C. (ii) Plastic (hallow type) white

2

380

760

... More
Page - 36 / It - 2 (SANITARY AND PLUMBING) Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc.

2

1015

2030

... More
Page - 4 / It - 3 (SANITARY AND PLUMBING) (f) Hand Shower(Health Faucet) with 1mtr Fexible Tube with Wall Hook(Equivalent to Code No.573 & Model -ALLIED of Jaquar or similar).

2

1251

2502

... More
Page - 79 / It - 4 (SANITARY AND PLUMBING) Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding 'P' or 'S' trap (excluding cost of concrete for fixing). i) 580 mm X 440 mm

1

1613

1613

... More
Page - 37/ It - 6 (SANITARY AND PLUMBING) Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (d) 2000 litre capacity

2

10434

20868

... More
Page - 37/ It - 7 (SANITARY AND PLUMBING) Supplying, fitting and fixing cast iron raised rain proof tank cover 450mm

2

1014

2028

... More
Page - 37/ It - 10 (SANITARY AND PLUMBING) Labour for hoisting plastic water storage tank. (ii) Above 1500 litre upto 5000 litre capacity. (b) Extra for each additional story

2

226

452

... More
Page - 29 / It - 1 (SANITARY AND PLUMBING) Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. (a) For Exposed Work (ii) CPVC Pipes Class-2,SDR-13.5 (Dia) 40 mm

52.5

368

19318.53

59.06

265

15650.37

... More
(b) For Concealed Work (ii) CPVC Pipes Class-2,SDR-13.5 (Dia) 15 mm

72.18

127

9167.11

65.62

207

13583.34

... More
UDMA CONSTRUCTING CATCH PIT TO A DEPTH OF 1.0M (INSID(E) WITH 250MM TH. 1ST CLASS BRICK WORK (1:4) IN ALL SIDES OVER A LAYER OF JHAMA BRICK SOLING & 100MM TH. JHAMA CEMENT CONCRETE (1:4:8) INCLUDING NECESSARY EARTH WORK, PROVIDING APPROVED TYPE C.I. SYPHONE (150MM DIA) WITH TOPPING RCPC GULLY GRID (5MT LOAD BEARING CAPACITY) CONSTRUCTING INVERT WITH BRICK -ON-EDGE, INCLUDING 20MM TH. INSIDE CEMENT PLASTER (1:4) FINISHED WITH NEAT CEMENT PUNNING, AT THE TOP 100MM TH. R.C.C. SLAB (1:1.5:3) WITH STONE CHIPS INCLUDING NECESSARY REINFORCEMENT, SHUTTERING AS PER STANDARD DRAWING AND AS DIRECTED BY E-I-C COMPLETE IN ALL RESPECT AND REMOVAL OF SURPLUS EARTH WITH ALL COSTS OF LABOUR AND MATERIALS. INSIDE MEASUREMENT OF CATCH PIT, 600MM X 525MM

4

12175

48700

... More
PWD SOR Sanitary & Plumbing Page- 87/ It- 1 Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials. i) With Pakur variety. (SAIL/TATA/RINL)

4

7253

29012

... More
Page - 37/ It - 7 (SANITARY AND PLUMBING) Supplying, fitting and fixing in position C.I. manhole/ pit cover with rim. (a) Round (ii) 450 mm X 100 mm X 25 kg (approx.)

8

2035

16280

... More
Page - 23 / It - 1 Cement concrete with graded jhama khoa (30 mm size) excluding shuttering.In ground floor and foundation. (b) 1:4:8 proportion

4.56

4566

20798.13

... More
Page - 66/ It - 16 (SANITARY AND PLUMBING) Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides). (ii) 225 mm

10

528

5280

... More
Page - 66/ It - 16 (SANITARY AND PLUMBING) Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides). (iii) 150 mm

15

334

5010

... More
Estimated amount

-

-

-

... More
Add: 9%SGST

1

1

550455.63

... More
Add: 9%CGST

1

1

550455.63

... More
1% LWC

1

1

72170.85



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