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Tender For Dismantling Of Badly Damaged Over Head Water Tank And Replacement Of 2 Nos. New Pvc Water Tank For Block No.-8, Structural Strengthening Of The Badly Damaged Stair Cases Etc. With Other Allied Works Under Kit Scheme No. Brs-Iii, Kolkata-West Bengal

Kolkata Metropolitan Development Authority-KMDA has published Tender For Dismantling Of Badly Damaged Over Head Water Tank And Replacement Of 2 Nos. New Pvc Water Tank For Block No.-8, Structural Strengthening Of The Badly Damaged Stair Cases Etc. With Other Allied Works Under Kit Scheme No. Brs-Iii. Submission Date for this Tender is 28-11-2022. Dismantling Work Tenders in Kolkata West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

34913468
Tender For Dismantling Of Badly Damaged Over Head Water Tank And Replacement Of 2 Nos. New Pvc Water Tank For Block No.-8, Structural Strengthening Of The Badly Damaged Stair Cases Etc. With Other Allied Works Under Kit Scheme No. Brs-Iii
Open Tender
Indian
West Bengal
Kolkata
28-11-2022

Tender Details

Dismantling Of Badly Damaged Over Head Water Tank And Replacement Of 2 Nos. New Pvc Water Tank For Block No.-8, Structural Strengthening Of The Badly Damaged Stair Cases Etc. With Other Allied Works Under Kit Scheme No. Brs-Iii

Key Value

Document Fees
Refer document
EMD
INR 9630.0 /-
Tender Value
INR 4.81 Lakhs /-

BOQ Items

Name of Work: "Dismantling of badly damaged over head water tank and replacement of 2 nos. new PVC water tank for Block No.-8, structural strengthening of the badly damaged stair cases etc. with other allied works under KIT Scheme No. BRS-III "
Sl. No. Item Description
1Dismantling R.C. floor, roof, beams etc. Including cutting rods and removing rubbish as directedwithina lead of 75m. includingstacking of steel bars. a)At 3rd floor.
2Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) At 3rd floor.
3Brick work with 1st class bricks in cement mortar (1:4) (a)(i) In superstructure,at 3rd floor
4125 mm. thick brick work with 1st class bricks in cement mortar (1:4) at 3rd floor.
5Ordinary 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 a) At 3rd floor.
6Hire 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) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.a)At 3rd floor.
7Reinforcement 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 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL At 3rd floor
8Plaster (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] (i) With 1:6 cement mortar (a) 10 mm thick plaster (i)At 3rd floor.
9(b) 20 mm thick plaster(i)At 3rd floor.
10Labour for Chipping of concrete surface before taking up Plastering work.
11Supplying, fitting and fixing Peet"s valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.). (i) 50 mm dia
12Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). 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, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint 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. Payment for painting will be made seperately) (a) For Exposed Work PVC Pipes (Dia) (i) 15 mm
13(ii) 20 mm
14(iii) 25 mm
15(v) 50 mm
16Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (a) 2000 litre capacity
17Labour for hoisting plastic water storage tank. (i) Above 1500 litre upto 5000 litre capacity. (a) Upto 6th story from G.L.
18M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, 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 required for the work including all incidental chages such as electricity charges, labour insurance charges etc. (I) For structural members of specified sections weighing less than 22.5 Kg./mPayment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof.
19Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
20Painting 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 steel or other metal surface :With other than hi-gloss of approved quality- (i) Two coats (with any shade except white)
21Welding in M.S. structural work with gas or electric: (a) Tack weld
22Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting and replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer - in - charge. Note : Payment on weight (Kg.) of new reinforcement.
23Cement concrete (1:1.5:3) with graded stone chips 5.6 mm size with hexagonal square mesh wire netting, I.R.C. fabric mesh or X.P. M. fitted and fixed after tying the existing reinforcement on concrete without distributing the same and with proper scarping and cleaning the reinforcement and disturbed concrete with wire brush etc. after applying a coat of cement including the cost of wire netting I.R.C or X. P. M. & cost of all handling and scaffolding complete as per direction of Engineer-in -charge. c) 37.5mm thick
24Supplying & laying 3mm thick pre-fabricated plastomeric water proofing membrane conforming to EN 12311-1 & ASTMD 5147, manufactured with atactic poly propylene (APP) modified premium grade asphalt , specially reinforced with non-woven polyester core with polyester reinforcement @160 gms per sqm & both faces covered with thermo-fusible polyethylene film /MineraL on top face over a coat of primer @ 0.40 lit/sqm of manufacturer"s specification on smooth,clean dry surface prepared wherever required.Lap joint shall be provided of 75 mm in longitudinal & 100 mm in transverse direction and fused using LPG/ Propane torch employing extra care ensuring full bondage, complete removal of entrapped air and sealing edges into grooves in appropriate manner as per direction of Engineer -in-charge all complete including materials,labour and applicable taxes. (Payment shall be made on the basis of finished surface area.). Membrane Property: Softening Point > 150 deg C, Cold Flexibility < -6 deg C, Tensile Strength, N/cm : 600 (longitudinal), 450 (transverse), Tearing Strength, N: 300 (longitudinal), 200 (transverse)
25Application of priming coat for standard bituminous waterproofing treatment over flat roof with Bitumen primer of approved brand fufilling the provision of I.S. 1346 - 1991 & 3384 - 1986 applied @ 0.27 Liters /Sq.m. over clean and prepared roof surface complete as per satisfaction of the Engineer - in - Charge. All Floor -
26Removal 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.
27Add GST @ 18% on Total amount over item No. 1 to 22, i.e. Rs.403712.00
28Add Labour Welfare Cess @ 1% on Total amount over item No. 1 to 23,Rs.476380.00
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