Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date30 Jul 2024
Closing Date26 Aug 2024
Tender Amount₹ 24,33,583 
Notes
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Costs

Summary

Wbpwd/ee/hcd/enit-06/2024-25 (sl 02)

Description

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BOQ Items

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Cleaning the exposed reinforcement preferably upto full diameter by wire brush, applying two coats of polymer based rust removing compound left for 24 hours, removing the coating and then applying two (2) coats of polymer modified anti corrosive protective coating formulated to inhibit the corrosion of reinforcement as per manufacturer's specification] [Mode ofmeasurement:The affected surface area of reinforcement shall be considered for payment]

7.94

7428

935.56

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Cleaning the concrete surface by removing dirt and debris, marking defective locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer - in - Charge

2.47

265

107.26

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Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface).

2.47

910

368.27

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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. (ii ) Pakur Variety In third floor

2.47

17172

6952.29

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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 and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. JSW/JSPL/SHYAM/SRMB....etc. In third floor

0.39

25741

66342.19

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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). (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. In third floor

23.8

11006

462.42

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Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure In third floor

14.38

99436

6914.9

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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 In third floor

17.35

1517761

87479

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Suppling, fitting and fixing single skin color coated trapezoidal profile for wall cladding, Roof shall be made of 0.45mm BMT (Base Metal Thickness) (0.50mm TCT(Total coated thickness excluding paint), G550 (min 550 yield strength), of Zincalume metallic coating (IS15965) with high Solar Reflectance Index (SRI) value for better colling as per thermatech technology, 1000-1015mm effective cover width with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan and the end rib shall have anti-capillary groove and return leg.The steel sheet shall be fastened with 40 micron cine coated or 25 micron zine-tin alloy coated, hex head, self-drilling screw as per IS 3566-2002 Class 3 fastener. The base steel shall be conted with inc-aluminium alloy Zincalume (AZ150 )(.e. 55% Al, 43.4% Zine, 1.6% Si) minimum of 150 gSqm coating total on both sides, pre-painted. with colorbond XRW (xterior roofing, walling paint system of 15 micron Super Durable Polyester paint (SDP) with stable inorganic pigment with no lead contents confirming IS15965. The sheet shall be free from defects and have brand marking of the manufacturer giving product details on the back of the sheet at regular interval confirming genuinits of the material, (i) In Roof:- a) With 0.5 mm thick sheet In third floor

505.41

539702

1067.85

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Supplying and application of chemicalfor rebar anchoring by using ETA approved/Orseismiccriteriain rebarconnection, Includingdrillinghole to the requireddepth by rotary hammer drill,cleaningwith brush& jet of clean air, fillng resin and hardener using serrated nozzle to eliminate mixing error and In a voldlessmanner Includingchargesfor all tools & plants. Applicationto be designedfor rebars as per ECZ/TR023or relevant tested and accepted design IS guidelinesand the design doCument to be furnished by the manufacturer.The chemicalshould have ETAapprovalfor seismic criteriaof rebarfixing which should be furnished by manu/Octurer. The installation and the setting instructions should be strictly followed as per manufacturer's specifications as approved by EICprior to drilling. The existing concrete member should be scanned using rebar scanner to avoid hitting existing reinforcement in concrete. iv) Cost of rebar with rebar chemicalfor 16mm dia per cm of depth

360

7294

20.26

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Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete.(Minimum 225mm end lapping). (A) 300 mm lapping each way (a) With 0.71 mm sheet

31.6

14838

469.57

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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, caffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:6 cement mortar (c) 15mm thick plaster in third floor

57.5

10523

183

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(ii) With 1:6 cement mortar (c) 20mm thick plaster in third floor

71.88

14968

208.24

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(ii) With 1:4 cement mortar (c) 10 mm thick plaster IN GF

23.8

3930

165.12

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(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.

385.55

13325

34.56

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(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

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-

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(b) On steel or other metal surface :

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-

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With super gloss (hi-gloss) -

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(iv) Two coats (with any shade except white)

385.55

36300

94.15

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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 Coats in third floor

153.18

6121

3996.11

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Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC 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) b) Premium 100% Acrylic Emulsion In third floor

153.18

15724

102.65

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Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.

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A) UPVC Pipes:(ii) 110 mm. Dia

112

33504

299.14

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(iii) 160 mm. Dia.

63.2

36531

578.02

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B) UPVC Fittings: a) Plain Tee (ii) 110 mm. Dia

28

5740

204.99

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c) Bend 87.5 degree (ii) 110 mm. Dia

28

5339

190.69

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d) Shoe (ii) 110 mm. Dia

14

1852

132.29



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