Urban Local Bodies has published Construction Of Joygachi Super Market Shed Extention And Allied Work At Joygachi Super Market At Ward No-06 Within Habra Municipal Area.. Submission Date for this Tender is 26-07-2022. Shed Construction Tenders in habra West Bengal. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches leveling dressing and ramming the bttom boiling out water aqs requred complete .( A) Depth of excavation not exceeding 1500mm. [Ref.P.No.1,It.No.2a)]. |
2 | Singlebrick flatsoling ofpicked jhamabricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.[Ref.P.No.14,It.No.1 ]. |
3 | Ordinary Cement Concrete (mix1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any,in ground floor as per relevent IS codes. a) Pakur Variety [Ref..P.No.24,It.No.4)] |
4 | 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). [Ref.P.No.42,It.No.36.a)]. (f) 25 mm to 30 mm shuttering without staging in foundation. |
5 | (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. i) Ground floor : |
6 | 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 4 m. [Ref.P.No.42,It.No.36.a)]. |
7 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in gound floor as per relevant IS codes. [Ref.P.No.26,It.No.10]. |
8 | Brick work with 1st class bricks in cement mortar (1:6). (a). In foundation and plinth. [ Ref. P.No.15, It. No.8 ]. |
9 | b) In Super Structure |
10 | 125 mm thick brick work with 1st class bricks in cement morter (1:4) in ground floor.[ Ref. P.No.16, It. No.16 ]. |
11 | 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]. [ Ref. P.No.189, It. No.1 ].(i). With (1:6) cement mortar : -(b). 20 mm thick plaster : |
12 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.[ Ref. P.No.192, It. No.15 ]. |
13 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement.[ Ref. P.No.84, It. No.6 ]. (i) 25 mm. thick |
14 | 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.[ Ref. P.No.100, It. No.2 ].A) For trusses spanning up to 12.00 m |
15 | Welding in M.S. structural work with gas or electric:[Ref.P.No.111,It.No.2]. (a) Tack weld |
16 | b) Continuous weld. |
17 | Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) [Ref.P.No.81,It.No.9]. i) In Roof:- b) With 0.63 mm thick sheet |
18 | Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping)[Ref.P.No.81,It.No.10]. (A) 300 mm lapping each way b) With 0.63 mm sheet |
19 | (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.[Ref.P.No.200,It.No.1]. |
20 | 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 :[Ref.P.No.200,It.No.2]. b) On steel or other metal surface : With super gloss (hi-gloss) -(iv) Two coats (with any shade except white) |
21 | 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.[ Ref. P -195 ,It. No.-7 ]. (b) Two Coats ii) Solvent based interior grade Acrylic Primer |
22 | Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer"s specification) including cleaning and smoothning of surface. Two Coats.[ Ref. P -196 ,It. No.-10 ]. |
23 | Protective and Decorative Exterior Acrylic Emulsion Paint of approved make and brand on walls and ceilling including and papering in intermediate coats including putty (to be done under specific instruction of E.I.C) [ Ref. P -197 ,It. No.-17 ]. |
24 | Providing and fixing of false ceiling with powder coated exposed G.I. grid suspension system (E-Grid T 2430/1510 or equivalent load carrying capacity with mid span deflection not exceeding 1/360 span with hanger spacing of 1200mm c/c ) consisting of Main Runner 3600 mm long, Cross Tee 1200 mm / 600 mm long and Wall Angle. The Wall Angle shall be fixed on PVC Dash Fasteners on the perimeter of the wall by steel screws with distance 300mm c/c. The Main Runners to be placed @ 1200 mm. The Cross Tee 1200mm will be inserted in the pre-cut slots of Main Runner at a regular interval of 600 mm to form a modular grid of 1200mm X 600mm. Additional Cross Tees of 600 mm shall be placed perpendicular to the Cross Tee 1200 mm long to finally form a grid of 600 mm X 600 mm. Grid of module size 600 mm X 600 mm shall be supported by 6 mm dia G.I. wire from purlins / soffit. 4 mm thick High Pressure Steam Cured Non Asbestos pearl designer Fibre Cement Standard Ceiling Board (Density > 1500 Kg/m3) of size 595 mm X 595 mm, conforming IS 14862 & Type A Category IV of ISO 8336, tested as per AS-1530 part 3 & BS-476 Part 4,5,6,7 & 8, should be placed in the Grid module to form a False Ceiling. All complete as per the drawing & directions of Engineer-incharge. In ground floor.[ Ref. P.No.160, It. No.4 ]a) False Ceiling (with 4mm thick Pearl Designer Fibre Cement Board and E-Grid T-2430/1510).. |
25 | (a) Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G . of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete.[ Ref. P.No.106, It. No.19 ]. |
26 | 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. [ Ref. P -212 ,It. No.-21 ]. A) UPVC Pipes: (ii) 110 mm. Dia. |
27 | B) UPVC Fittings:a) Plain Tee ii) 110 mm. Dia. |
28 | b) Plain Y ii) 110 mm. Dia. |
29 | Add 12% GST |
30 | Add 1% Cess |
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